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640 Orchid St SFR 2013 m � ST. JOHNS RIVER s O SITE DEVELOPMENT PLANS •�f. w FORm o SITE BLVD. o c v O o 8 VICINITY MAP ORCHIDSTREETHOMES a Z 0 U I 3 SHEET INDEX Z ORCHID STREETSHEET N0. DESCRIPITONN . W . CORNER OFM 2 PA%W AND ptM1A� ST 6TH STREET a s GENER„O,ION NNIAQ�EIfi PHJWAND WE ° ° °��' N� aoorw No,Es c; ATLANTIC BEACH9 FLORIDA cn Q N1.4 N .1 �! O LOOAlii1 PREPARED FOR. FILECOP N o cq V J BEACHES HABITAT FOR HUMANITY Cl 1-4 1671 FRANCIS AVENUE tA o � w ATLANTIC BEACH , FLORIDA . 32233 z -� m - SHEET o k'V � 1 GARY A.ABBEY,P.E. aREQ.NO.56819 a �I U 284 LF COLLECTOR O 214 LF ALL LATERALS 9 \ / 2 A 2 6" CLEANOUT m NV EL - 3.50 <O �\ (TYP. FOR 6) 30 0 15 30 1s'�RIVATfLY MIANiTANt '- b t / ., \ O _ o C7 EASEMIENT 6' CLEANOUT - :'' '�' �`�, \ § e �- \ < -t INV EL = 3.30 • `� \` iIENTIML1TY SCALE IN FEET p p0 0. -�-' ., PRIVAIfLY NANIANEQ\ 'k _ x A Vw � \`N SLT FFE()11P. r\ = \ \ \ \ t o m \4 6' CLEANOUT ` / VA Y,WANTAM INV EL = 3.107'\ WA VER I NDERbRAIN PIPE \ \ \ � � ; \ in �d 1 CL U,V\ \ � imss •w =''' i ,``� is p1 ,tt '' G 1p RE/ \ x \ \ \ \. <o o Ni / 1,01i. t3 9.3 \ ` � ��,,,_ .y \ � •\ O� -j\ 1,01 $O \. ��St \ �,t`(• \� NCIH y. O1 � \ ta \ 1�°i� Odd' \�-`( a �f 9�3 gN �f \ C - \ 51 '( C t\ \\ �` ; �y \ rn 9v' \ �N� \ NddE \ \ K F►aj,6 \ `'�N�1,\�� t x x 0 �WaLn I � \\\ �$\ `4 �� \ a PORCH \ •` •' PORCH \ 10A; PORCH , N \' \�D �• aN \ \ \ 'i �` \ < 1100 I \;� \ \ n \ \ v('• • N t. 01 111 ; lop) \ ';:10: 0,' ." �'• ::' ..f \ :'1!}.Ou. \ _.�•10.5Or. •1Q.8p; �• 1 Q • -••'�a YA a �ZT 1 1 111 L.-.-.-.-.-. 'y .•-.:�: w r'. \ -.� �.- 3 11 1 20' FRONT BRL 11, 0�:;'~ \r' ',20. �fL 20 'FR BRL O': RON 2 T B>?L. '. 20' FRONT . . . �� -0 1 ( .: -- ++ a q l 1 'O' C. a r14 At)-SAW.2mw 1I 95 `✓ N 10.4 h/ i Vitt, \ .. . '.t' .• ..: ' i J � Dl 1� ��`. .• .�;�•:?!. :+?vi'. •..• ;ri•'� �ti�.� � �, &�, ��a00 1j r+% ..i+.' .ir Y� ",ii.,- .'��' ,. ;.. _� - N V O S2 2'00"W�'S.{i6• e -_ _ woa[r -- �.Y-• . x----- -•-- - n ---- � --- -- 8 ` — _ —— _=yam`- -°�''"3U-=== _ ,der•. ___ .- . t � —mss = .. CDNCREIE MRS- fRII'IER ------------"�------------ ------ --------- Ti - o iwaas uro cures - .. O R C H I D S T R E E T sLT FENCE(1rP• �: o —}'_W"� 7> �l of rt 6 =-�------;--------- ----- --- ----------y�---- 1 50' RIGHT OF WAY (PAVER) PW*1OE SY M 1RAN9110q FOR 11 ��IMMOM OF �� S � v~i ---------•. FOOTORKWAYFLARE01M z uj t ----------------- ----- RAW CLNI REAR MLET ----------------- ---------- s =-----_____—____________________________--__________________________ _ __ _ -________ dd 0 NOTES: LAT 1 2 3 4 6 = _ •, A A t3 vVi m LAT AREA(SF) 106135 9.154 4173 7.191 7.045 ^^ 1. S10EWAJ(SLOPES AND SURFACES SHALL BE N AOOORDANCE M1H FUMA —--—--—--—--—--—--—--—--—--—--—- EA( 1,885 1.594 1.331 1,331 1,331 SHEET ! c E>0 G CODE FOR ADA REQIIEMETIIS AR 2 OONiRACRJR TO OOORONATE NTH CITY OF A"=BEACH ON SIDEMIAIJ( RU EROSION OONIROL IEASlM MUST BE NSTALLFD AND APPROWDD PRIOR TO Sam NPERMW(10 16.13% 17.41% 18.29% 16.51% 18.89% OWIRUC110N, WER METER LOCA WS,AND SE1ER PAN] IT CUTS. FOR EROSION WWW A D SWWIT CONTROL NSPECDONEARTH MUM WWWTIES.00 PRO 10 STARTOF(247-5834) OM IMPERV=AREA(SF) 889 883 838 I 583 836 10 Q 3 � TKNSACM AS YBE MAIM I"THE EIU M RES1RIC110H LIES W WAL IwPERNOX AREA(SF) $354 2,277 1,989 1,914 1.986 GARY A.ABBEY,P.E. TOTAL iPERMW(>h 23.43% 2487% 2409% 26.82% 27.919 REG.N0.56819 284 LF COLLECTOR / 214 LF ALL LATERALS 9 `` '\ \ a 6" CLEANOUT m --- ---~. NV EL = 3.50 U r (TYP. FOR 6) LL- p_ 30 0 15 30 15'�RIVATELY MAIiTANI� \ EASEMENT 6" CLEANOUT INV EL = 3.30 SCALE IN FEET ' Y "\_ SE PWAAiaLY A O a Q F-i SILT n**(1rP. N 5000 =fit' R.'�� \ .'' ; � ' y s 6" CLEANOUT \\ i��i \ `VA\ X MNNT```� ``-`, \� \ e� \, INV EL = 3.10 I �- l ;' \ T � `� \ WA VER\ NDE4RAIN PIPE L3 z O �a 20 .xa:uol <O NN / 3 <•, u`-^ / \ \ \\ \ <, \ '\ 6a ' IJ �.c O,. \ ; .\ oN Oma\ / Z \ ` \QA\ \ <O� \ \ 93 _ d \93 �g '_��\ J \ e�A► • -i \ \\ +a © \ \ \ fi v 10.0 \0 �\ \.0 9.5OR 0 1 � \ \ Itd#000 ` < ,��0 \ ! \ ��5� o\" \ ,tet ' , \� ""��f. on \ \ \ dK to F opt " '�s a �\ \d♦ \ dJ� �N� \ w Nd'N \ F \ •s m a a\ \H♦ a 93 `�' \\.'I \• \ \'\/� F"'Vm- .� $'` \ e PaRaR \ °� \ + \ too + Q \ RN'X18' \•m Oy \ \ - =► 'y, \ ! 1100 \ PORT-O-LET <U 13J f N DR wsrER \ \ LES \ \ N O PORT-0 1 #a \.\ 8'Xi6' N ; �1 \ 111 \ �L 8'X18' ::, I \ \ .•; POO •'40.5D . 18' j . -� •a a ..t3 _ _ . �; , — ; _ :•1A�1Q. ; _ 1 \ 111 .. —:. ^20T'FR 6R ON 2 T B�tL' 20 FRONT < . 1 \ I IN I% •�� IC:.. ;C •A`� 10.4 \ L\ r 1 t 9.5 h U o ,RTSJOBv.416t \ ty%. yN a,..�.:a gip.. iti�i :"n. I � _�� i�YiD�.�O� ..yl►."+% �.. . Y : � : • i ' lid. ,r-r •,it'• '�...+. _�!__7._ � O . •.., ——— '� —�—•—— —— #--r __— ——— � X 69:62 °' A10 aer 1•GrO�7' W BOO —.r.Y: o— —T—j^-.. o .'T •b__— C7 —-— — —-�—— a: a o curers — - CAMCREIE C RB Alp �' 8'X18 FULL -OF-NII1Y RFSTORAIION, O R C H I D S T R E E T SILT FQICE(T1�P. D�PSTE-- SOD,IS REQUIRED �w -----K---------_ -_---- --�----- '�„- �aorAl[ W MUM � �.� n o ° i 50' RIGHT OF WAY (PAVER) CONSTRUCT DRNEWAY TO BE FLUSH $ p CONSTR N u_rw__-__-_- UCT DRIVEMWY TO BE FLUSH -_- WIiH BACK OF MAMN CURB (1\P.) z p —7===— --------- — 0 �N\ Iyj/f COHSiRUCT10N Pow WLL BE ALONG ADJACENT CONTRACTOR TO CONSTRUCT 4' •, A A N %\ �P STREETS AND CONTRACTOR SFWl REPAIR m o1 I RK;FIr-of-wAY To E�OsnNc_co►DrtaNs _ sDEwAuc oa' HKiRER THAN THE SHEET ------------------------------------ —w��rcrx�,�rt'Is- n eP-------- '' -rDIL-oFF carulRER CO~IAUSf BE ON THE cm of ATUWrIc BEACH srAFF CITY APPROVED LIST AND CONTAINER MUST NOT BE PLACED ON THE CITY a GARY ItEG NO.5. E. 6819 c O OPTIONAL POST POSITIONS 18" MIAMI CURB = PRINCIPLE POST POSITIONm COUNTER 20' TOWARD FLOW 1-1/2" ASPHALTIC CONCRETE TYPE S-1 C/1 cn . 2 (FOOT STD. SPEC. 331) SILT FLOW 0 PRIME COAT (FDOT STD. SPEC. 300) FILTER FABRIC 18" MIAMI CURB A 24,E Z _ SILT FLOW 6" ,• o V POST 2" X 4" OR 2 1/2" MIN. DIA. U `. WOOD-STEEL 1.33 6' MAX. 6"+CRUSHCRETE BASE a c LBS/FT. MIN) (FOOT STD. SPEC. 200 OR 204 do 911) �I�y VENC O V FILTER FABRIC (IN (OR OPTIONAL LIMEROCK BASE IF CITY APPROVES) H REPAIR SHALL BE CONFORMANCE WITH FULLY REBUILT AND P DIF FINAL g LBR 100/988 MAX. DENSITY PER AASHTO T-180 MILLING AND OVERLAY E NOT SEC. 985 FOOT SPEC.) 12" STABILIZED SUBGRADE, LBR 40/98X COMPLETED AT THE SAAE TIME. W MAX. DENSITY - AASHTO T-180) O 3 I � z 1O o Z - F ASPHALT PAVEMENT SECTION Lo M NOT TO SCALE N i NOTE: _ N R4 ; M SILT FENCE 'f0 BE INSPECTED AFTER ANY RAINFALL � F 8 AMOUNT OVER 1/4"OR AT LEAST WEEKLY. � i c TYPE III SILT FENCE DETAIL Q N NOT TO SCALE N!'s • � 4 NOTE: CONCRETE ALL BE REINFORCED 3000 psi CONCRETE WITH FlBERM SH WHEN USED IN CITY RIGHT-OF-WAY. 6" PORTLAND CEMENT g"R 4" 04 CONCRETE, 4000 PSI 4"R 28 _ a 1 O„ 1/2"Rrn en �y NIZE x •' a NOTE: SLOPE Z z ^ TO MATCH "ell Ne \/ \�\�\� EXIST. N MIN. 5 INCHES THICK. 4000 PSI ' \\ \\ \\ \\ \\ \ \ \ \ \ \ ADJACENT �' �� / / /��/�� CONCRETE WITH FlBERMESH \ /\ '%" �• \ �� \ \ \ ADE 18" PAVEMENT o FROM EDGE OF PAVEMENT TO TO � N THE PROPERTY UNE. COMPACTED SUBGRADE t 12" STABILIZED __N3000 psi CONCRETE p SUBBASE, LBR 40 SIDEWALK DETAIL Q Mcn MIAMI CURB DETAIL NOT TO SCALE ° A A CONCRETE DRIVEWAY SECTIONSHEET NOT TO SCALE NOT TO SCALE v G Y A.ABBEY,P.E. .NO.56819 GENERAL NOTES: 21. ROADWAY ALL BE AS RE 19. WHERE IT IS N UNDER DRAINS SH OURED ON 111E PLANS OR AS MAY BE DETERMINED NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO VATH NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER DUALITY 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS NOTIFY THE ENGINEER IF HIGH GROUND WATER CONOITIONS ARE PRESENT DURING THE PIPE O.E. SDR-18 AWWA C-900 FOR NEWLY INSTALLED SEWER k SDR-18 AWWA C- WATER) O OF CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD PREPARATION OF THE ROADWAY SUB-BASE. WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. DETAILS. THE WOW SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL RECOMMENDATIONS SET FORTH IN THE GEOTECF NICIAL INVESTIGATION REPORT PROVIDED BY 22 PROVIDE CONTRACTION JOINTS AT 8' O.C. AND EXPANSION JOINTS AT 24 O.C. ON ALL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES NOT = OWNER, IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS.NTS. EXTERIOR SIDEWALKS AND CURBING. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS TO HAVE THE WATER MAN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL ARMION. 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. m 2. AL WORK SHALL BE PERFORMED IN A SAFE MARINER. ALL SAFETY RULES AND GUIDELINES OF 20. A FULL UNCUT LENGTH OF WATER MAN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE C� V O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY 24. AL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WWTHI F.D.O.T. STANDARD POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POI T OF IN.AIRIES OF HIS EMPLOYEES, AND ANY DAMAGE 10 PRIVATE PROPERTY OR PERSONS DURING INDEXES 11880, 17348, AND 17352 CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH 0.SH.A. _ REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SI7E 21. IN THE CASE WHERE SOLVENT CONTAMINATION OI FOUND IN THE TRENCH, WORK MALL STOPPED �• DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. AMID THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNT) HEALTH Q p DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT MATERIA. rr� - L. 3. THE CONTRACTOR SHAT BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC(LEAD-FREE) MI ACCORDANCE SHALL BE USED IN THE CONTAMINATED AREA THE DUCTILE IRON WE VILL EXTEND A LEASTTHE BID FOR THE PURPOSE OF FAIANJARIDNG HIMSELF WITH THE NATURE AND THE EXTENT WITH CITY OF ATLANTIC BEACH STANDARDS. 100 FEET BEYOND ANY DISCOVERED SOLVENT. E„H C OF THE WORK AND LOCAL CON MONS. OTHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT y THE WORK TO BE PERFORMED. AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. 27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHAT BE CONTACTED 24 HOURS PRIOR TO 22 IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTI INTO w z FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL MMSPECTKMN. SERVICE. THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK 01THE THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS RANG THE RECORD OR AS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO BACTERIOLOGICAL SAMPLE LAB SHEETS. AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE 70 THE UTILITY NOTES: v CONSTRUCTION OF THE PROJECT. 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 23. THE RECORD OR AS-BUILT DRAWINGS SUBMITTED AT THE 71ME OF REQUEST FORA OF con � 7d m 4. IT SHAT BE THE CONTRACTOR'S RESPONSIBILITY TO OIP OTHER CONDUCT ANY FIELD ELORATIIS ON DRAWINGS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WIT CLEARLY DEPICT THE VERTICALCLEARANCES BETWEEN WA70 AND SEWER (INCLUDING STORM) LINES AT AL CROSSING AND A OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS PARALLEL RUNS WHIM THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITIM. THE UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF AND FED VERIFY LOCATIONS OF EXISTING UTILITIES AND 07HE R IMPROVEMENTS PRIOR TO CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 2D FEET) AT POINTS OF CROSSINGS WILL BE H+-1 OFF SITE BORROW THAT WILL BE REQUIRED. COMMENCING ANY CONS71RUClION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARY D04CTED C LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND cZD 8 5. ALL IMPROVEMENTS SHOWN ARE 70 BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. AND IM CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING O O BY THE OWNER AHD THE CITY OF ATLANTIC BEACH. UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH U71UTY COMPANY L� FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR 07M IMPROVEMENTS. PRIOR TO STANDARDS WHERE WATER MANS ARE TERMINATED AND AT ALL BENDS AND TEES. O 6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DA7UM OF 1929 (N.G.V.D.) UNITED COMMENCEMENT OF ANY CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS MECHANICAL RESTRAINTS SHALL BE 'MEGALUG' TYPE. a STATES COASTAL AND GEODETIC SURVEY(U.S.C. k Q&). AS DETERMINED BY BOATWRIGMT AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. LAND SURVEYORS, INC.. PHONE/(904) 241-85506 FILE NUMBER 2005-0535. 25. UNLESS OTHERWISE NOTED. AL OFF-SITE WATER MAIN 70 BE PVC AWWA DR18, C-900 AND AL Z 2 THE CONTRACTOR SIAL. SUBMIT SHOP DRAWINGS OIN ALL MATERIALS, IF REQUIRED. TO THE ON-SITE WATER MAIN 4 AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHHT LAND SURVEYORS, INC.. ENGINEER FOR REVIEW AND APPROVAL. PRIOR 70 SUBMITTAL TO THE CITY OF ATLANTIC BEACH AND 2' OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED. U PHONE /(904)241-MAn FILE /2005-05M DATE) 4/21/05. CITY OF ATLANTIC BEACH, PRIOR TO PURCHASE OR CONSTRUCTION OF ANY GUILTY PPE OR STRUCTURE. PE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED 28. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE 3. ALL P 3 8, THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LAOM70 RY TO PERFORM TO CONFORM WITIH CITY OF A1LAN11C BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO JOINT. CAST IRON. BRONZE FITTED MATH RESILIENT SEAT. ALL VALVES SHALL OPEN BY z MATERIAL TESTING AND SOIL TES7ING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE TUBING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WOIRKING PRESSURE ANC 400 WDE THIS SHALL INCDENSITY TESTS IN AL PAVEMENT AREAS AND IN ALL UTILITY TRENCHESPSI TEST PRESSURE. LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL 07HER MATERIAL TESTING. PRIOR TO LMMEROCK PLACEMENT. THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES. ETC. ARE CLEAN AND 27. FIRE HYDR/N75 SHALL BE U71UTY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE RECOMMENDATION FOR UNDORDRAIN PLACEMENT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PANTED YELLOW PER CITY OF ATLANTIC BEACH STANDARDS M� 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. 28, ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING <, INSURANCE REQUIRED FOR THE PROJECT INCADING CITY OF ATLANTIC BEACH RIGHT-OF-WAY WATER AND SEWAGE FORCE MAINS. I PERMITS FOR WORK IN THE CITY OF ATLANTO BEACH RIGHT-OF-WAY OR EASEMENT. 6. AL. DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENT,% DRAINAGE EASEMENTS V N BETWEEN PRIVATE LOTS, DRAINAGE RIGHT O WAYS AND UNDER PAVED ROADS ARE TO BE 29. ALL WATER MAINS SIAL BE BACTERIOLOGICAL AND PRESSURE TESTED ATZS 150 PSI FOR 2 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLAN71C BEACH OR STATE FILTER-WRAPPED. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING Q RIGHT--OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LIES HAVE BEEN b'e Ln CONSTRUCTION AND REPAIR. 7. AL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651. AND CLEARED FOR 11. ALL PUBLIC DRAINAGE EASEMENTS SINAL BE 'UNOBS7RUC7ED' EASEMENTS Al BETWEEN EACH LAYER OF BRI!(. OR REDDI-MIX CONCRETE MATH 057 SHONE. SERVICE THE ENGINEER AND CITY OF ATLANTIC BEACH REP�ITA71VE MUST BE NOMI � S 48 HOURS PRIOR TO PERFORMING THE PARE LEST AND MUST BE PRESENT. W 4 o 'UNOBSTRUCTED' EASEMENTS TO BE CLEAR AND ORIVEABLE. S. UNSUITABLE MATERIALS UNDER WATER. SEWER PPE. STORM P�OR STRUCTURES SHALL BE Um N 12 'AS-BUILT' DRAWINGS - AS-BUIL15 TO THE CITY OF ATLANTIC BEACH AND THE SL JOHNS RIVER REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMMPACTED. 30 A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH n DONNA KALUZNIAK OF CITY OF ATLANTIC BEACH AT(904) 247-5834. _ c WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRAOE FOR LAND SURVEYOR THEREFORE. IT SHALL BE THE CONTRACTOR'S �ONSIBNJTY TO CONTRACT o PAVEMENT. 31. TELEVISION INSPECTION MALL BE REQUIRED ON AL GRAVITY SEWER MANS AFTER THE N� N WITH A LAO SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION. FIELD LIEHA ROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CON7R AS c LOCATIONS, CER7�CIITION AND SIIBMITTAI OF'AS-BIALT' DRAWINGS IN ACCORDANCE WITH 10. ALL WATER AHO SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THIE ON OF P5 .a CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE ACCOMPLISHED BY AND UNDERGROUND U71UTY CONTRACTOR LICENSED UNDER THE PROVISIONS OF THE PIPE MATH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF 2S di OONTRACTOR'S RESPONSIBILITY TO PROCESS THE 'AS-BUILT' DRAWINGS FOR APPROVAL BY THE CHAPTER 489 FLORIDA STATUTES. SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPT �3 CITY OF ATLANTIC BEACH. AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO CITY OF ATLANTIC BEACH. AL SUBMITTAL OF AS-BUILT SITE SURVEY. INCLUDING BENCIHMARKS, IS REQUIRED 11. CONTRACTOR SHALL PROVIDE. TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL DEFECTIVE AREAS AND I7EMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL A TANCE. SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS AL REPAIRED SECTIONS MUST BE RENSPECIED PRIOR TO ACCEPTANCE PRIOR 10 SCIEDUUNG A FIND NNSPEC71ON OF THE BUILDING BY SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE'AS-BUML7' THE BUILDING DEPARTMENT OR THE FIRE MARSHAL. DRAWINGS FOR THIS PROJECT. SEAM PPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND BE DEFORMED AHD/OR DEFLEC70 IN EXE OF 7.5%OF THE NOMINAL DIAMETER OF THE PIPE 12 ALL SEWER MANS SHALL BE PVC (ASTM-3034) SDR-35 FOR DEPTHS TO 15 FEET, SDR-28 FOR SHAT BE REMOVED AND REPLACED AT NO ADD17IONAL COST. AL MANDRELS USED IN TESTING O DEPTHS 15'OR DEEPER. OR IN EASEMENTS UNLESS 07HERWISE NOTED. FORCE MAINS TO BE SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RIN AT o THORen N (J a 13 THE CONTRACTOR SHALL COORDINATE SOEV . THE WITH ALL L NOT CONTRACTORS THE REQUEST OF CITY OF ATLAN71C BEACH REPRESENTATIVE RESULTS OF THE TEST AL.BE o 9 A THE EVENT IO ANY CONFLICT WHATSOEVER, THE CONTIRACTOR SHALL NOTIFY THE ENGINEER SUBMITTED TO CITY OF ATLANTIC BEACH FOR REVIEW. � C' z I � AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. PVC- SDR-18 PIPE UNLESS OTHERWISE NOTED. 0 14. ALL CLEARING AND GRUBBING REQUIRED FOR AL.ROADWAY. UTILITIES, DITCHES, AND BERMS 13 SANITARY SEWER SERVICES SHALL BE 8' PNC WITH A MINIMUM SLOPE OF 0.008 FEET PER rc FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY UNE WITH A DEPTH OF 48' UNLESS 32 THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING Wk7ER INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF AL RIGHT-OF-WAY OR OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. AND SENDER SERVICE TO MEET THE SYSTEM DEMANDS AT AL TIMES. THE CONTRA T SHA Y EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A M94MUIW OF >+ 0 14, WATER LINES SHALL HAVE A MINIMUM OF 36' COVER FROM FINISHED GRADE. 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. R1 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF 'o ATLANTIC BEACH DANCE VAS AND SINAL BE FAIL a MESH CERN S7PORTUNRAL FILL COMPACTED AND 15. ALL POTABLE PVC PPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND z a i, � TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGI►TION REPORT. p t SHALL BE SO MARKED. 16. CONTRACTOR IS RESPONSIBLE FOR PR07EC71ON OF ALL SURVEY AND PROPERTY MONUMENTS. CCI d O IF A MONUMENT IS DISTURBED. THE CONTRACTOR SHALL CONTRACT MATH THE SURVEYOR OF 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED A A u m RECORD FOR RENSTALA71ON OF THE MONUMENT. UNTIL FINISHED WORK IS COMPLETE. `^ 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM CONTRACTOR. SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE FA.EP. REGULATIONS. SHEET 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) ONES HAVE LESS THAN 10 FEET CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PPE(LE. SDR-18 AWWA n C-900 FOR NEWLY INSTALLED SEMAER k SDR-18 AWWA C-900 WATER) WILL BE USED WITH THE 1 7 19. ALL EXISTING MITRES TO REMAIN SHALL BE PRESERVED AND PROTECTED. JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VER7ICA.SEPARATION OF AT LEAST 18 INCHES. ai 20. BURNING OF TREES. BRUSH AND OTHER MATERIAL SHALL BE APPROVED. PERMITTED AND IT IS PREFERABLE 70 HAVE THE WATER MAINS LOCATED ABOVE 11# SEWER AND WITH 10 FEET GARY A.ABBEY,P.E. COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHAL OF SEPARATION WHERE POSSIBLE. REG.NO.S 19 0 I i a UTILITY NOTES (CONTINUED: 33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE m THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS GOD U SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. _ < LO 34 M ALL WATER AND SEMM CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH r01�-1 RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE O CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL < 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN w Z ACCORDANCE MATH CITY OF ATLANTIC BEACH STANDARDS. + Y 36. OFFSITECONNECTION 0ON71NGENT UPON CONSTRUCTK)K OEDICA71001 AND FINAL OF THE D TE WATER TRANSMISSION SYSTEM ACOLLECTION SYSTEM ACCEPTANCE THE LIMITS OFj s THIS PROJECT. p 37. THE CONTRACTOR SHALL SUBMIT SHOP DRAMANGS FOR THE BACKFLOW PREVENTERS) m TO CITY � m POF RE E ANTIER TBEACH AN CONTACT MALCOLM CLEMONS o(904) 247-5439 FOR APPROVAL OF BACKFLOW 38. CONTRACTOR SHALL CONTACT SIINSINME HE rrInMRIc (,_eoO-432-a77m 48 HOURS PRK7R TOv STARTING PROPOSED WOV RK. V 8 39. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMA O PURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI ti IN ACCORDANCE WITH AWWA C-6O0 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS a PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. g 40. WATER AND SEWER AS-BLNLT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO CITY OF ATLANTIC BEACH AND Z SHALL INCLUDE 2 PRINTS, 1 MYLAR, ELECTRONIC DISC AND ELECTRONIC DATA FILE SUBMITTAL FORM. ELECTRONIC COPY OF AS-BILIS SHALL IBE AUTOCAD 2000 OR HIGHER. U 41. A CITY OF ATLANTIC BEACH STANDARD PUIMP-OUT(MIN. 4' OA.) SHALL BE REQUIRED ON FORCE MAIN AND 3 LOCATED ADJACENT 70 R/W ON PRIVATE PROPERTY. PUMP-OUT MUST BE ACCESSIBLE BY z CITY OF ATLANTIC BEACH FROM ADJACENT STREET R/W. EROSION & SEDIMENT CONTROL NOTES: 1. THESE PLANS INDICATE THE MINIMUM EROSION &SEDIMENT CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER 70 'THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUND LAND AND WATER MANAGEMENT' 0 FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) 4 Ale CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS c AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. p��y c IF A WATER �nM � D � � FORDAMAGE ALL COSI A RESULT 14CLNGG LEGAL FEES.RESPONSIBLE c FEES, CONSTRUCTION COSTS AND FINES. W 2 THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL <E1 Pain PRACTICES AS OUTLINED IN THE PLANS AND SPMFICA71ONS AND THE ST. JOHNS RIVER WATER GU MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA 4: N 0 3, EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND ..r ry AREAS (MERE THERE IS POTENTIAL FOR DOWNSTREAM WATER GUAUTY DEGRADATION. vp 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD 3 AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE N.P.D.ES. FINAL v, STABILIZATION REQUIREMENTS, i N N S. F DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT(C.U.P.) IT SHALL BE THE CONTRACTORS RESIPONSABILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER N MANAGEMENT DISTRICT. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES. THE CONTRACTOR M N a SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE MATH THE ENVIRONMENTAL o U m PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3. 70 DETERMINE o a c PETROLEUM CONTAMINATKIN LEVELS CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING C N.P.DZS. PERMIT. IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED DURING CONSTRUCTION AND DEWATERING OPERATIONS. N 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A 'NOTKE OF INTENT' TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE pq ELIMINATION SYSTEM RULES AND REGULATIONS. o THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FLIER FABRIC TO PREVENT z SEDIMENTATION OF THE STORM SEWER SYSTEMA. CONTRACTOR SHALL MAINTAIN THE FILTER FABRIC UNTIL.THE ASPHALT/CONCRETE PAVEMENT IS PLACED. a V O 9. THE CONTRACTOR SHALL PROTECT ALL SIORMWATER BASINS AND/OR SWALES FROM m SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRERS 0 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL REAS SHEET AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND INCREASE RUNOFF. �+ 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER �2 CONSTRNT TIO TO DONAREVEN WT FLOODING OF SURFACE AREAS WHILE E MNIMIZING <J GARY A.ABBEY,P.E. REG.N0.56819 .o i ' I U I ( I ° ,„: GENERAL NOTES: SPECIFICATIONS: (continued) CODES & DESIGN STAND ARDS: D SIGN LOADS• This document along with associa�d documents is an instrument of ex11�u11��s OTHER FRAMING EZ service and are the hysical and irtlelEec�ual 1.All notes,drawings,details,tables, erences and specifications depicted wrtllrn these engineering documents shall be reviewed by the client and each material and/or F prope�ry of The nstru Group,Irtc.,a service contributor prior to initiating c struction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be Florida Building Code-Residential 2010 R O FS Florida-1tcens�en oro pg fim,nc.,a �n pr en neer identified herein. A revocable �� furnished by those persons and/or entiti s with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a 1. All structural(dimensionaUsolid-sawn)framing members,except as noted or ec�ed otherwise shall be#2 S lumber w/ Florida Buildin Code 2010 as licable SP YP maximum 19%moisture content. g ( apP ) LIVE LOAD 20#/s f t.. as been granted to the user(the thorou knowled e of a licable co ction and safe ractices re aired to execute a desi such as the one d W person or Ttity identified be to g PP tY P q gn eplCteX1 herein. instrument of service depicted within this and I 1 2.All engineered wood beams shall be Trus Joist/1-LeveVWeyerhaeuser brand Microllam LVL 1.9E ore uivalent exce t as noted t ASCE 7-10 DEAD LOAD/SHINGLES?#/sf associamac0cumenti; one time on to 2. These engineering documents have b n prepared at the clients request to ensure the structure depicted herein is in compliance with Sections 1603 throu 1607 1 accordance with the manufacturer's ifications instructio q P o herwise,and shall be installed in NDS-05 DEAD LOAD TILE 20 oonstructthe buddin (titan or les 609 ns and directions. DURATION FACTOR 1.25 sf " a=��rofi�eb�l"rdol a,"es7d, I and 1610 of the Florida Building Code, d/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.13 and R301,2.1.4 TPI 1-07 , ratter that the one described herein artdlor ACI 318-05 FL ORS ZONE"I" / -% copying,duplication or modification of along with Tables R301.5,R301.6 and 301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary anal sis, 3.All engineered wood posts or columns shall be Trus Joist/1-Level/W erhaeuser brand Timb any Y eY erStrand L SL 1.3E or Parallam PSL 1.8E solid members,as ifiexi,or design or element herein is a volation of WFCM-01 LIVE LOAD ', federal intellectual yrightlawsand/orstate drawings,details and specifications co only required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the equivalent,except as noted. Vertical post or columns specified on the framin lans and/or details 40 sf y� cop g p as engineered world may not be built-up or pieced together to form DEAD LOAD #/ ;' dminisuacove code Board of Engineers rules, I aforementioned sections of the code an specifically excludes other elements of a structural nature as well as all elements of anon-structural nature. Additional/ ,the the specified dimensions;they must be solid,orle- iece members. Post or c etc.and is punishable b fine i Y P olumns specified within these construction documents as dimensionaUsolid-sawn members- 12 s f (Including C l n Below and/or ucense/aiAhorizabon rev"'p`�°""'""t DURATION FACTOR g ) ,9 ocao«,"Upon I revocation of license for cau DESIGN CRITERIA• se an engineer's scope of work specifically a lades engineering functions delegated to others[i.e.roof and/or floor truss design,engineered wood products design(exce t EWP i.e. 4x4,4x6,6x6,etc. -may be replaced by a similar-sized e. . a 5.25"x 5.25"EWP 1. � cified herein etc. as well as other 'sci lines of en P ( g in lieu of a 6x6 SYP)engineerCd wood post without additional analysis or CEI INGS ATTICS o ; aGE entity.in possession of an original ac 'apied« spe ), ] p gineer Ing-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, documentation required by the engineer. / 0 zoNE"I^ version of the dooumenNsJ snap Tewin au rn , versions to rhe Caw so Group Inc. LIVE LOAD/NO STOR o " W immediately and cease an and au BUILDING TYPE ENCLOSED sf Non-concu z <: y i the engineer's scope of work specificall excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture / rrent w O G: construction and/or use associated wAh 4.All nailin shall be with"common"nails exce t as of LI VE L ZO rotection,infiltration and/or resistance resistance to wood destro m or anisms "WDO" fire-resistance;ever efficrenc etc. The en BASIC WIND SPE OAD w STORA N NE P Y g g ( )> gy y, gineer further warrants that the g p herwise noted. All nailing not otherwise specked within these engineered documents shall be as ifi ED 130 m h / sf Con curren dacumen,(s).Usectthis docamtant spec ed by p (3 sec. gust) DEAD #/ ( t) "1" %l =KnowledgesagreementtDthe thea licable code referenced herein. All envelo e sheathin shall be nailed EXPSOUIRE LOAD I , structure depicted within these docume ,to the best of his or her knowledge,complies with.the applicable portions of the aforementioned sections of the code and makes PP CATEGORY =" ;, � aforemenU C 5#/sf cued terms and condoms. I P g and/or screwed as specified and glue or other adhesives shall not be used in place of nails BUILDING CATEGORY WIN zoNE no other cleans,warranties or guarante relative to theme documents with regard to their fitness for any purpose. Any data included within these documents that a(idress or screws• 11 "I. LOADING e', elements beyond the specific confines o the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be INTERNAL PRESSURE Coef. PER T 4 = +0.18 -0.18 ABLES DESIGN MEB responsibility of the appropriate entity-'.e.owner,architect,contractor,and/or buildin official,individual) and collective) to desi 5.All en neered coin n g J / DURATION FACTOR l 60 g Y y- gn,account for or otherwise verify as >p po cuts,includin roof trusses,floor trusses,I-oast,etc. shall be installed in accordance with the manufacturer's ifications,instructions and SIE MIC N A DRAFT MEB a ro riate for the intended se. / ; PP P P directions. zoNE - zorlE CHECKED LAP 3. The structure depicted within these gine(ring documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effects 6.All sheathing shall be either APA-or TECO-)rated,Eposure 1,PS 1/PS2(Structural 1 rated sheathin NOT re aired exce t when ex scall ' g q P tip y identified as such). �ti thereof. It is the responsibility of other -i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum Sheathing may be either OSB or plywood unless specified as one or the other on the framin Tans and/or details. All ane/ed es of w g P p g all sheathing shall be solidly �ti SCALE N/A appropriate building elevation for the 'ect site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathin 7/16"thick when su orts are aced at at " W g PP tip gre er than 16 0%. - the minimum prescribed by FEMA,as escribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved Use of ply clips or similar edge support is required at unsupported panel edges of roof sheathing less than 23132"thick when su rtin true roofs. Use of" G PPo g ply clips E2 ABLE ZONE S), CORNER DATE 1.15.2012 � ' ,,. by the local controlling authority. Fart rniore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of ane/thickness,for im roved aesthetics. Roof an 4-- ZONE(S),TYPICAL P P d wall JOB NO. 13-033 "V"unless these engineering document spec�cally indicate the designs)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7116' thick. Floor sheathing shall not be less than 23/32"thick,with all panel edges supported(tongue&drove or blocked). Some N design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. ` SSAU Co. ROOF PLANMEW ZONE"1"-INTERIORZONE(S S ,FT. ° � I 4. The designs)depicted within these gineeting documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced ❑ ) Q _ herein)as interpreted and enforced by 1 al authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) 7.At exterior walls clad with a stucco organ applied-stone veneer finish,the APA(www.a awood.or recommends the use of either 15/32"thick,32/16 span-rated REV DESCRIPTION or uments,nor of any inconsisteneie between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering sheathing(Exposure 1,PS1/PSZ)or 7116 flock,24/16 span-rated Structural I rated ea g when a sheathing is installed wi�a vertical orientation sp axis zoNE"r-END/mGEzo arallel to the studs on the wall g _ E Z D(M EN SI ON: ❑ mss) _ documents be found to include an error r omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to P ) (see Tcehnical:Bulletin TB-202 for�itiona ormation). The discretion to enforce.the aforementioned recommendation is at the sole 1 the client-unless the error or omission se from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to the enf{ineer discretion of the local Building Official.Do NO'T use sheathing that does not conform to the aforementioned recommendation unless o have FIRST tion is the Y ** 31_0 t t * ZONE"3"-CORNER ZONES) or the additional services provided. Th engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or update to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result ria.the need to significantly enhance �� ❑ 2 engineering documents or addendum th to. the construction of the exterior walls. - ? l�, 3 5. These engineering documents maybe sed one-time-only,and only at the specific site or location identified herein. The designs}depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and �d oh execute(a)subsequent structure(s)or el ents thereof,nor shall the designs)be executed at a location other than the one site or location cified herein. directions. Alternates to the specified Sim son connectors ma be used, H 4 � P y provided that the alternate connectors meet or exceed the specifications of the connectors) � � � d ��O specified and have appropriate product approval and installation instructions and directions. I 95 D 6.Use of these documents for any purpo constitutes the understanding and acceptance of the terms and conditions outlined herein. �p❑ T FOUNDATIONS,CONCRETE&MASONRY L!r CASTI LLO 7. Verify structure orientation with arch] tural drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. O- zz 8.Any discrepancies between these engi eering documents and the architectural drawin s,site lan,surve and/or other data or informatio 1- The foundation desi s d icted �' �c3❑ -0 d g P i n shall be within th cal to th esu . Y e gn( ) eP en - cerin documents h . repOlt gin as been coin Tete 4 . g d in accordance w with recd • ed Stan s 9 p dard ,recommended soil design 5t;. I1[;t I�ur l engineer before the commencement of c nstruction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design prcx;edures and is based upon the best information available at the time of their preparation.. The designs)depicted herein 5 � p construction,construction should cease til such time as the discrepancies have been resolved. is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It fm&be recognized that the t1�' v D esigners foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be a sed of I the soil conditions resent and be advised to maintain ood ractice in the future with respect to surface and subsurface draina a maint PPri 9. These engineering documents have ' n prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations P g P g , ee��1lance,the construction of ,,, Engineers and other specific information-which h been replicated into these engincering documents. The engineer rs not responsible for the accuracy of the replicated information partitions above floor slabs,finish work on or above the floor slab and the locatin or constructin of second tiir o� US-f I I I (� or for claims arising from the use thereo performance g g dry elements near the strut a that could affect future � E,,, 655o Roosevelt Blv(L `i (�0❑ vl d Jacksonville,FL 3z244 �' � O (904)77z 6ioo 1M1L1�❑ ►-i FL CoANO.z 1 = 2. The foundation desi s 5 10.Unless specifically depicted within t se engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems gn( )depicted within these,engineering documents has/have been prepared based on a relatively flat,well drained jauilding site featurin AT g I-10 LANTI� that may be intended by others and soul affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable:soil bearing capacity of not less than 2>000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and r 11. These engineering documents should ever be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall g p p y the en ane er shall be rom tl notified of the conditions and no further construction shall occur until the engineer has provided additions direction �© 4yS,�' BEACH y I framing shall not be assumed based apo the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the erehitcetural F drawin s. i ��.j ��❑ O g 3. Backfill should not be placed adjacent.to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor system above or otherwise properly braced or shared to prevent damage to the wall. c MPH �¢ 0 12. These engineering documents includ specific information of a structural nature-i.e.the size, ade,s cies, anti siren O �ro 103rd ST. �p❑ JTB F� E"t g< pe qu ty, gth,etc.of headers,beams,columns, studs,joists,rafters,sheathing,footings, inforcing,connectors,fasteners,etc. This information supersedes information of a similar nature that may be shown on th posts, 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimuth 2,000#/sf soil bearin a 4 r7 t-( associated architectural drawings. Addit nally,the size,grade, ecies, uanti stren ca act In the absence of a tip q ty, gth,etc, of the structural elements specified herein may be exceeded or enhanced, P ty geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official.` g F � 0 "' e s ods, Q 1 I V within reason,at the discretion of the use without additional review or analysis by the engineer,unless specifically prohibited by the engineer. FQ �p❑ �✓ C 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated - ti � 13. These engineering documents includ multiple pages with cross-references. All pages of the engineering documents should be reviewed and understood before using column or wall,unless indicated otherwise. vv, FLOOR PLAN/VIEW � 0 � ' �0 the documents for any purpose. If(a)pa e(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before CLAY CO I 295 t 0 roceedin with intended use. U P g 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation zoNE"a"_INTERIOR zoxEs) ., 0 G. changes indicated or otherwise known to the engineer have been depicted within these en ' eerie documents it is derstood " 14.It is the intent of un that some EZ DIMENSION: Q c q ' g durin actual construction. The desi p Y P pe � g � � tip Y ep, o these items may change J e engineer at the, cture depicted within these engineering documents be executed in conformance with all re uirements of the authorities havm g gn(s)de acted herein can on1 address the ro r foundation confi tion as ecificall d acted herein and could require tG � ** t t t n Q jurisdiction over the construction and/or ecupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional analysis and effort should field revisions merit. l� �r 3 ** ZONE"5"_ENDI$!X E ZONES) �y Z M ,-� methods of constructing the structure dep ted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and �, � `� O O I (� standards. Under no circumstance shall ese engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they,have been 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until tom letion of the T JO p structural U � W i � � �P��,re�i man)appropriate permitO has/have been issued to execute the designs)depicted herein by the appropriate controlling authority(ies)or'!�r (s), system. It is the sole responsibility of the contracltor(s)and labor contributors executing the desi (s)de acted within these en 'neerin tib �'S CO. ' gn p gi g documents to adequately shore � F-I Q nstructron arising fro the designs)depicted within these engineeraag documents shall be inspected as required by the authorrty(les}res[>oiisior the walls tbr(xighout the construction process to maintain the integrity of the design(s). ., PROJECT LQCATION MAP MAX. ON-CENTER STUD SPAC = .< D (,� issuance of any permits)and shall pass ch required inspection before the construction progresses further. No Certificate of Occupancy (or siiTailafstaterttcnt of g. The buildin site shall be cleared of all to soil and or ante matter ben ING(in INCHES Z -- ) 0 completion)shall be issued for the strut depicted within these engineering documents,nor shall the structure be occupied or �:.° for any,pm)ose,until such g p g cath the planned structure location,as well as for an additional fief feet or more be and the V D time as the suthori les haul eter thereof. Unless otherwise indicated,all footrn sand flat concrete shall bear upon non-organic,undisturbed soils compac" ed to a of not less than 95°/ END-ZONE/INTERIOR ZONE• D tJ.l ty( ) ng jurisdic n over the construct to and/or occupancy of said is safe, compliance evith all perim g o .- of Modified Proctor Maximum H C i Y applicable laws,rules,codes,etc.,and co 'went with tile'' s an spec ice ions deprc a within these engineering documents. Dry Density(ASTM D 1557)for a depth of not less than two feet(24 inches)below the bottom of thei�footing or slab;Or,upon clean � wIND t 3o/C FLEXIBLE I N I S H E S (N T STUCCO � Mn.Rf Ht <30' ) � �4 ' GW-,GP-, SW-,and/or SP-class fills with any or€;ante materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction - i FlrrlsH Ft:Ex. �4 ^ O j W 15. It is the sole responsibility of the con ctor(s)and labor contributors executing the designs)depicted within these engineering documents to determine the proper thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less thtua 95%of Modified Proctor 2x6 2x8 2x10 U PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP n rn erection roce lures and se uences re uir to insure the safe of those ovidin the labor and materials necess to execute the desi Maximum Densi ASTM D 1557 . These mlinimum specifications may be excee ded or su rseded b either a e otechnical en -neerin OMINAL #2 sYP W P q q ty Pr g dry gas,as well as insure the soundness t3 ( ) pe • y g gi g report specific to the Z D I 1 O of the structure and its sub-eleme nts and/ components throughout the construction process. Furthermore,it is the sole responsibility of the contractors)and labor building site or at the direction of the Building Of.6cia1,as deemed necessary to achieve the minimum re aired 2000#/ soil bearin 1� . 24"124" z4"/24" 24"/24" 24"(24" 24"/24" 24"/24" 24"124" contributors to rovide a ro ate and a uate tem or bracin recess to maintain a safe lamb and level structure durin the construction site be re d to a lesser de ee than that which is outlined herein. q ( � � g rapacity,but in no case shall the r I F.., P PP Pri q P g e13 >P g ptticeo until such time P ladle gr "I z4^/za^ 24"r24" za^/2a" za^/z4^ 24"/za" 2a^/2a^ za^r2a^ 0 r ? as all of the structural elements and tom vents depicted within these documents are properly installed,inspected and approved. Bracing shown throughouf these c lo' t 2" t 6" 12" 1 s"224 24" 24"/24" z4^/24" 24"/24" 24"/24" fl1 Q engineering documents is permanent brat g and should not be confused with or substituted for the aforementioned temporary bracing. 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop ii' 10" 12" 10" 12"24" 24" 24"n4" 24"/24" za"/z4" o 24"124" j Z (minimum) IOmil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shell be reinforced with either 6x6 W 1.4x1.4 lr 6" g" s^nz^ C 24" 24" 24"/24" 24"/24" 24"/24" 24"/24" W W 0 16. Yet-to-be-installed building materials such as gypsum board("drywall")and roof shingles or tiles-placed on the floors)or roofs)of the structure depicted within WWM,lapped not less than 8"at edges/ends,in Ganformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minii3rum 2"fiber length at a rate of 1 la' N.P. N.P. Q # 12"116" 24"/24" 24"/24" 24"/24" 24"/24" • n �.{ D these engineering documents shall be ev ly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of Ib.per cubic yard of concrete,complying with ASTM C-1116. 1s N.P. N.P. 12"/16" 16"/16" 16"/24" 24^/z4" 24^!2a" � � )'" the floor or roof-,Unless indicatexl oth within these documents,40#/sf for floors and 20#/sf for roofs. 1I s N P N P "/ " m 8 8 8"/12" 12"/12" 24"/24" 24"/24" O 0 O Q 10.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,SOOpsi 8t 28 days. 19.5' N.P. N.P. 8"/8" 8"/8" 8"/12" 24"!24" 24"/24" �•-1 �{ Z W 17.All materials sanuf ct within these en .veering documents shall or installed properly,a a ovaldocu like manner and in accordance with the dinetions and instructions COMPONENT & CLADDING PRESSURES in s Vsd or "ALLOWABLE: zo.5' N.P. N.P. 6"/8" a"/8" 8^/s" 16"/ " �-e za 2a"lza^ O W provided by the manufacturer,or as oth ase indicated by the code or associated product approval document. 1 L Where indicate d,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength of not less WIND 13o c zi.s N.P. N.P. 6"/6" 6"/8" 8"/8" 16"n6^ 24"/24^ 0 V than 3,000pst at 28 days. PITCH <6/rz ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows Doors) 22.5' N.P. N.P. N.P. 6"!6" 6"/8 16"116" 24"/24" ` � 18. These engineering documents have be prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associateal Ma Rf HL <30' ZONE"3" ZONE"2" ZONE"1" OVERHANG OVERHAN END ZONES INTERIOR ZONES ^ r( Q standards and design methodologies refe ted therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are 12.Reinforcement shall be detailed in accordance"with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: AREA is ,1L) CORNERS END/EDGF INTERIOR coRNER INTERI NEGATNE Post TIVE NEGATIVE POSITR MAX. ON-CENTER O routinely updated and/or supplemented, engineering may become outdated and invalid for use if the documents are not submitted to the local Imittin and a)Concrete cast a ainst earth: 3" -28.28 -28.28 -24.78 -40.99 -40.99 -32.38 24.18 -26.23 Pe g g <ro STUD SPACING(in INCHES) � 'c W p d enforcement agency(and subsequently u for construction}in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective b)Formed concrete exposed to earth or weather: 1'/2" 24.t 8 20 -27.05 -27.05 -22.95 -39.76 -39.76 -30.33 23.16 -25.21 23.16 END-ZONE/INTERIOR ZONE: tJ. (--� Z date of the edition of the code,standards d/or deign methodologies referenced herein,the engineering documents shall beenme null and void and shall be retained to the c)Interior slabs,walls,etc.: 3/a' S0 -25.41 -25.41 -21.31 -38,12 -38.12 -27.26 21.52 -23.57 21.52 wIND >100 -24.18 -24.18 -20.09 -36.89 -36.89 -25.21 20,49 130/C BRITTLE FINISH E S (STUCCO,et al) ,S' W "-'I engineer,who may subsequently be contr ted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or -22.54 2o.46 i Mn.Rf xt <30' methodologies. In no case shall these dot ments be used for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM AL-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60G60), All longitudinal FINISH BRIT. zx4 zx6 2xR zxlo V (horizontal)reinforcing in walls and footings shall be continuous atlaround comers and intersex tions,and/or matching corner bars shat used. All ion 'tudinal PLATE 19.Engineering documents such as these act a desi that is both im actical and economical) unfeasible to orizontal re " HEI gn fur info gl GIIT 1 test o rem r roto � shall be 1 y rior to execution. As sac e ) a d at s hces a #2 s minim PF o�pL #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 gyp Q � •� Y P type P h, xtreme $ PPe P um of 40 bar diameters(20 minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be LEGEND - 8' 16^/16^ 16"/24" za"iza^ 24"/24" 2a^/za" 2a^/2a" 2a"/z4" O I, care and code-required factors of safety h e been applied throughout err preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minorum of 25". s~ » lz^/ `� O However,the very nature of the process p vides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the 12" 16 16 2a"/z4" 2a^/za" 24"/24" z4"/24^ z4"/24^ W en ineer to foresee eve otential conflic ambi " " 14.ALL concrete o erations-includin (2}2x10-2!3 HEADER/BEAM CALL OUT 10' i 0" 12" 1 » ^i g ry p gusty,inaccuracy or oversight during the paper phase,opportunities do exist for the design to require additional effort P g but not linlitexi to mix design,muting,transporting,reinforcing detailing and placing,placing,wring and testing-shall be done � 0 12"24" 24"24" 24" za"/za" za~/24" 2a"ria^ � W once construCtiOri/las commenced. Thi lri accordance with there u " " il' 6" 8" 8"/8" 20" 24" 24"/24" 24"/24" 24"/24" 24"/24" W s, mbined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering services as q irements and application of ACI 301 Speccations for Structural Concrete. NUMBER OF KING-STUDS EACH SIDE OF OP G lz' N.P. N.P. 18" 20"22" 26"24" 24" 24^/24^ za"/za^ depicted herein,causes the engineer to be able to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. - NUMBER OF JACK STUDS EACH SIDE OF OPE G I T N.P. N.P. 8"112" 12"/12" i ICn 15.All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. i2"/16" 24"/24" 24"/24" SIZE OF HEADER MATERIAL(#2 SYP U.N.O.) 1 16' N.P. N.P. 6"/8" 8"/8" 8"/12" 16"/24" 24"/24" 20. These engineering documents and the esigns and ideas expressed herein are an instrument of service and remain the physical and intellectual property of the engineer. NUMBER OF l'I l R M TERIAL 114' ,�/ For cause,upon notice,the documents sha be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements contained 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearin Concrete M N.P. N.P. N.P. N.P. 6"/6" 12"/16" 24"/z4" h--1 W w herein are prohibited without the expre written consent of the en eer. stren ) g asonry Units,Type I,Grade N-1,normal weight,with a minimum compressive 19.5' N.P. N.P. N.P. N.P. 5"/6" 12"n2" za"ria" W W gin gth of 2,000psi(fm= 1,SOOpsi . ALL EXTII210R HEADERS (i)2x10-1/2 UNLESS NOTED OTT1F WISE M 20.5' N.P. N.P. N.P. N.P. N.P. 8"/12" 16"/24" w �-/� O > 21. These en ineerin documents have be 17.Mortar shall conform to ASTM C270 and be T S. ALL INTERIOR HEADERS (1)2x10-111 UNLESS NOTED OT'HERWI 21.5' N.P. N.P. N.P. N.P. N.P. 8"18" 16"/16" V 1 g g prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used ype � 22s' N.P. N.P. N. resources reasonably available to him,ba upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or P. N.P. N.P. s^/s" 16"n6^ Q location of the construction depicted here . Those resources reasonably available may include local government GIS maps and/or satellite ima wind ma 18. Grout,when specified,shall conform to ASTM C-476,with a minimum tom ressive siren �' EXTERIOR STUDS SPACED A " ^n V gnu> Ps p gth of 3,000psi at 28 days and mixed to provide a slump of between 8 T GREATER THAN 16 0% �1 F� published by the local controlling authori and/or the state DCA,and/or other commonly available maps and/or satellite Hnagery. The Building Official shall verify the and 11". SHALL BE SHEATHED WITH MINIMUM " 5i NOM H wind eed,a osure and other desi �G WITH VE (x INAL) F-� sP xP gn crit ria shown herein to be correct and peed and/or exp prior e approving these documents and authorizing construction ficin them. 19.Pre-cast and/or re-stressed lintel RTICAL APPLICA zfONS&ST The engineer shall not be liable for any a arising from inaccurate wind d and/or ex osure desi ations based u FINISHES. UCCO un � r3 Spee p gn pori the site or location information provided to him P s,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings, by the client(or others),or for the accurac of those ma i and/or tine a resources used b him to aid in desi atin winds and/or a sure: Lintels shall be of adequate size,sire and reinforcement for the given span and loading conditions. "RSD^IN PLACE OF A QUANTITY OF KING STUDS IN A HEADER BEAM CALL-0UT INDICATES THE t PP g rY Y gn g P ' SPECIFIED HEADER OR BEAM is RAISED ABOVE THE>LINE MAXIMUM ON-CENTER STUD SPACING IS 16" WHE " 1 � 20.Provide horizontal joint reinforcing in CMU walls at 16"o%vertically conforming to ASTM A82 and ASTM A167 Type 304. USING " THICK WALL SHEATHING. j t:�. " � SPECIFICATIONS: F-�INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FR G I�IIt 1 E-�I STEEL STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" 0 UO Q V FOOD FRAME WALLS MAY BE DOUBL " " ED AND SPACED AT 12 OR 16 ONCE RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENE O ,�/ 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Speeification for the Design,Fabrication and Erection of Structural Steel TOGETHER PER � W Jnless otherwise specifically indicated 'thin these documents,vertical wall framin studs ma onl be interni ted i.e.brok ieced or" latfomT- ed" wheli Buildin s," 9th edition. THE MULTI-PLY POST CONNECTION T • �iieitr� g( ) Y Y P (� ell;P P �m ) g I I fully-braced by an intersecting sheathed fl r system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system" and should not be F RAMING CONNECTOR SC HED MM W used to support platform framing unless s ifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: ULE FRAMING-TO-FOUNDATION/MASO Y CONNECTOR SCHEDULE # W `O w � uninterrupted between points of lateral sup rt. a)Pipe ASTM A53,Type E or S,grade B CLIP,TIE FASTENERS NAILS/SCREWSTO HARDWARE/ I LOCATIONS EXT/MONO FWNDATIONS EXT/STEM-WALL FOUNDATIONS CMU WALL TIE-BEAM UN b)Tube ASTM A500 srRAe or NAILS FRAMING MEMBERS CONNECTOR (SAE 1018) / TEL Project Engineer: EMBED MIN EMBED MIN mGE DIST MIN EMBED MIN /MAX ED(E MIN ElABED EDGE DIST I 2. All top-and shoe-or sole-plate material all be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry Hes or saPERErm (12)16-1 ABU-4a 66 5 8• n" 5-1n" ,. I a A. Ire PE I2" 1.314"/6" WA , , shall be pressure preservative treated. 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. HS (4)sd PEREND (lo)16a/EACfi LTT20B&DTT2 ln•(EA) + W/MIN 5-,/2" 4"W/2-1n 5PCG ;t' fess e(3r H8 {5)IOdx l-12"PER END SPOG 2"W/4•SPCG 12" 1A/4"/6" 1y CL.W/09 (22)rod SINGLE MGT sB 3"SPACING ` , 3.All vertical wall framing(studs)-includ` g"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plans)and/or table(s), 4.Hex nuts and couplers/couplings used for bolts,alnchor bolts and threaded rods shall be low carbon steel and meet or exceed the ca ci of the wire MTS12 aa)loam Iodx 1-vz"T01AI 1r /� pa ty spondingASTM HTS20 2x(22)IOd DOUBLE MGT (2)58 9-lrz" ;" CL '("�AI(.lcens 3 w/maximum 19%moisture content-ext as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)larger than 2x6 shall be#2 A307,A36, SAE 1018 and Grade 2 bolts. c2o),od".(v,)lodx 1_In"T07'AL 12" 3-12.,,. 12" c.L. SYP lumber w/maximum 19%moisture Co tent unless otherwise noted or Specked on the framing plans and/or details (18)16d SINGLE HTTI6/4 S/a" ,-In z" Iz" I.3/4 /6" ,r' C Licens 22078 I ,2 (t6)IMSINKERSTOTRU55 C.L. ! (MIUSINKERS To,&POST 2x(I8)l6d DOUBLEHTTI6/4 (2)5/8" 7-1/2" a" 12" 3.1/2"/4" 12" �/ ��-.w'ring not `ithou�raia .; 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be hese hex ASTM A563 x16,abs,-16-2 c"L. �` k!Beat AND signed a�(i ,ns. 4.All required 2x blocking lrl vertical wall arcing shall meet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that Y grade DH. (z)Ioax I-In"TO TRusS,(1°)TO>/POST 2x ug)16a TANDEM HTTI6/4 (1)SB' 9-1/2^ 5" (5" '_"2"/6" 12. MSFA12 (10)IodTOTAL N `lite Castillo Group`Inc. are specified as SYP and are also not desi ted as a shear-wall or portal frame wall may use SPF blocking. can 16d Sid slxcl E HTTzz s 5 s 9-1n" z Is" 1 3/4^/6^ N p �I ry ' MSTA1a (14)IOdTOTAL 2x(32)l6dsinkos DOUBLE HTT22/S (2)SB' 9-1n" 5• z ' lievett•BIVd. CORROSION&DECAY RESISTANCE: 5>�PLAN N/A �O ma •i LI22g4 I 5.In some instances,these en ineerin dot eats ma include a MsrAza (IS)IoaTOTAL (zo,i:"-x z-v2"SDs swcLE HDCJS ,,a" a• 3. g g y specification for a column within a wall where the size of the column exceeds the thickness of the wallas 13-In" 3-1/2"/4" 13-1rz" C.L. 1 9o4 MST37 (42)16dTOTAL 2x(20))5'-x 2-I/2"SD6 DOI:BLE HDU8 (2)17/8- ",� ( )772-6100 I specified either in the stud table(s)or relev t notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ound or soil-i.e.'deck/balco M 13-1/2" 3^ 13-In" 3-1/2'/4" ,3an" cL O FL CoA Number 29015 thickness of the adjacent wall framing my increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furied-out to a thickness boards/lumber,joists,posts,etc. -shat/be pressure prese rvative treated to a level rated for the specific a lication. Bora-based treated w ny �� {+�16d TO1AL (3ol Y.-x z-1/2"SDs SINGLE xDull r is 13/4" SEE PLAIN similar to that of the column so as to cone the thickness of the column within the wall- or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact with the and unless cod shall note used as/for M 1660 (s�16dTOTA1 "/" V SHEET 2x(30)Y.--x 2-1/2"SDs DOUBLE HDUl l (2)1• 15- 4" column"wrapped"with a finish material(i. , gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none of the three application. �° specifically rated by the manufacturer/treater and approved as adequate far the csi6 (30)Sdor(26)1odTOTAL (36)y,_x 2y sD6 SINGLE HDl l4 r 15^ ,. �A qqA 0 A aforementioned options are considered to practical,the engineer may be contacted and requested to provide additional analysis t0 dere imine if an engineered wood sena,-6,-8 0z)loax 1-1n" zx c36t;;-x z}�"s>u DOUBLE HDL'14 c2)1 IS 4" d SEE PLAN N/A �'+ Or structural steel column may be U within the allotted wall cavi HPAHD22 (73)'6-1 (I6)loo Herz,HGT3 (2)314- 15" 3' a¢! ty 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTea SEE PLAN 11-1/2" c.L. A (12)8dx 1-tri"TOTAL (16)10d HGT4 (21314" 9" 3' SEE PLAN W A35 11.1/2" C.L. ! FIELD FRAMING 3.All fasteners(nails,screws,bolts,etc.)less than'/;,"in diameter and in contact with pressure preservative treated wood+hall be either hot-dipped galvanized t;FID(')or M��O (12)Bax,-,n"TOTAL wG.�,d„E,zAMINa.TO.F«,rroATION„coNNE�I,oR SO1,E E NOTES: z stainless steel(SS). All metal fasteners 8c connectors exposed to weather an(1/or in contact with corrosive materials shall ije rated the manufacturer for atibili HETAza (I2)I0dx,I/2" GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS � of (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITIIER A PROP Y O with the application and/or corrosive material. The exterior use of any material treated with a essure reservativ ent COire ty (12)Coax 1-lrz' )USE DIMENSI AT ACRYLIC ME TWO-PART MEET FOR ATE T oUxD. MUMECT1ON5UN.o" SYSTEM WITH APPROPRIATElAPPLIC TALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC MINQONN CTION ABLE FLORIDA PRODUCT APPROV Pl p i e ntACt Containing ammonia shall require the CESU.N.o. EN OTHERWISE BE D �+ 1. Limited elements or areas of the desi s d acted within these englrieelirig documents may include the label or reference"field frame"or similar. At these confined exclusive use of SS connectors and fasteners. The u,se of LGT2-MASONRY (16)16dSINKERSTOTRUSS, )"DOUBLE"HOLD-DOWNS ESIGNED BYAFLORIDA-L C gn( ), eP REQUBIE h1INIMUM a•sPAculc tic x ATR AxcHORs U.x.o. ENGINEER TO THE DESIGN CRITERIA STATED I ENSED PROFESSIONAL (� any material treated with the pressure preservative treatment ACOA shall require the exclusive use of SS (7)1/4•-x 2-1/4"TITEN SCREWS TO WALL )EDGE DISTANCE DWENSIONSTOBE MEASURED FROM THE E IOR FA R WIEAPPLICABLECODE. �ii a. locations the englrieer has determined that it's unnecessary to establish a demonstrable design for the specific application. These elements OT applications may include COIlnleCtorS and fasteners. CE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWINGS)AND ASSOCIA MTSM16 (n l0d er 10dx 1-In"To TRUSS MU WALL To THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R. R stairs and/or landings,plant shelves,widow walks, a con ra floors and/or walls,decorative or volume ceiling treatments and similar,non-typical constructron and/or (4)1/4"-x 2-1/4"TITEN SCREWS To WALL )MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB L ATIONS ONLY IF THE MIN.EMBEDMENT IS To CONSTRUCTTO accessories. As such,the engineer has defe to the contractor or other person or entity responsible for the execution of the construction depleted herein to create his(%r 4. Stainless steel(SS)and zinc-plated/galvanized(i.e:.Z- HGD etc. connec HTSM16 (8)l/4"- 2-1/"TITE SCRUSS, ASURED FROM THE LOWER SLAB ELEVATION N. e4 her own design for elements or applications cified as"field framin "or similar. The desi MAX, ) tors&fasteners shall not be combined. Use only SS fasteners with SS COnIIeCtors. ca),/4 x2-1/4-�TENscREWS Towel )ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCE MANUFACTURER'S INSTRUCTIONS& g �� gn(s)and execution thereof shall be in conforTnance with all applicable laws Use only zinc-plated/galvanized fasteners with zinc-Iplated/galvanized connectors. H16,a6s,-16-2 (2)Iodx 1-1/2"TO TRUSS IRECTIONs (6)1/4-x 2-1/4"TITEN SCREWS TO WALL ')ALL NAII,S SPECIFFIED ARE•COMMON"SIZES UN.O. eS,codes,etc. and shall be to the execut to the Satl SfaCtlOn ofthe Building V111Clel. MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTAN 910WN ON PLAN SIJPERSEDESMINIMIJMS SHOWN 1 pGT R (38)1/4"-x 3"5D6 TO TRUSS, N THLS CHART ��33� 5.Regular inspection and maintenance of wood,wocd-based and metal products used in structural applications and/or useA in outdoor or other potentially corrosive (2)1n-x 5.71TEN Hps TO WALL 9 MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MMMUy 6"WALL FRAMING environments or applications is essential for continued,long-tern]satisfactory performance. MSTAM36 (8)I(a TO ERAMM 1 )MINIMUMS"SPACING BETWEEN META-arHETA-ANCHORS U1,.O. (4)1/4-x2.1/4'TITENTOMASOHI(Y I)MINIMUM I-1/2•EDGEDISTANCE FOR T,TENSCREWS � )MINIMUM 4"EDGE DISTANCE FOR.TITEN IHYs `I - - THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED I DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4 - i CASTILLO Group Designers Engineers I 25'-0" * RODS AT MAX. 6'-8"o/Dc 1o'-o" I 1 1 ---�-- --,—T - �- - -r -- --i- HB ST2 IP w w j:, w : wl' w w w -� ! -- - r - -- - -- I, - I - zLd r-------- ------------------------------------------------ J01 1 CJ-01, ��U 1 i 'i 11 i ! I �Qd J02 y` I I i ! l o f CJo2 W U 1 1 - ✓p ` I i II ) Z0� j I 1 ST2 �CJ03 -- �I i. i. �� - Ij ,I c ,�o j ,. i i j, ( „ (10 -- - -- -i -� - -- - - m d Z 1 � � W U U_ _ --- - --_ I T03 Q04 T�T i _ ----- -- ---- -- O 1 I Ir z-O O V 4" CONC. SLAB REINFORCED W/ i N _ j (� EITHER 6x6 10/10 WWM OR FIBER Z m MESH ON 6 MIL VAPOR BARRIER i `� ------------ _ �J _ ` .I= _ ------- .— .___------ N _=i 0 0 O rn O a d d W a0 v-� i OVER CLEAN, COMPACTED FILL. SEE I _ - --- - __ _-- ----- C i - _- - _� O Q W Q„ Q�!- ARCHITECTURAL DRAWINGS AND J J SPECIFICATIONS FOR INSECT AND _ - ( _ ��< y : Q Uj d d , DECAY RESISTANCE CONSTRUCTION - " Z Q O i ; PRACTICES. PROCESSES AND o N _ 3- 0 O WOO x IL ___ i TREATMENTS TO MEET APPLICABLE o _ 1i - Ld d Z --- --_ I i � w I- D h-W CODE REQUIREMENTS. j == - - LO =►- C Q O<d i X ! X ��m W I , ---— ---- _ Q > O V �- i -___-- - g Q U C m Z I r- x rn ---------- -- - ---- D W 0QW r I Q .. _ _ I cn Y o 0 J 7 1 1 0 - - - FL 0) U) > Q ST2 ST2 a ' 0 rn C 1 , � O W J- 1 T04(16) N �` 0 QI - - —__..- - - _._- _ ='I H Oz , - -- i I 1 C� , Q z ! Icli Z :vw W a Q U --- --- --- - _-_ -- Q X:D 0 r �. d-�_J , - m d J i --- ---- --- --- -- --- - -- _.- F Ld ID Q= 1 1 N i J O � z C W v LU Q O U�'W i cx ! N _ 0 Ld d= ; ; -- v i- --_ - _-__- i -- w O �� 1 , - x T I N per" Cr 1 8/1004 Q U , ST2 Z J 8f10 i f w ST2 WALL ANCHORAGE LEGEND 1 I------------ -----------J -- ---REFER TO DETAIL A jS1 = O DIAMETER FULL-LENGTH THREADED ROD ANCHOR -- ___ - --- - __— __ --- U J U s -- w/ 6" EMBEDMENT AND 2" EDGE AT FOUN T10N AND -------------- ------------- 7 3"x3"x10gc. SLOTTED WASHER (+ FENDER SHER) j REFER TO DETAIL A%S1 ( 2x -1/ O Q ATOP UPPER-MOST TOP > ASSEMBLY. - -.T - - - - > - CJ03-1 �} ST2 x NT-1' '! N L.V c l - , To DIAMETER HYBRID THREADED ROD SSEMBLY. 0012' ->�--` N I 7 I 1 1 DIAMETER ANCHOR w/ 6" EMBEDMENT AND " EDGE AT I x HE P RCH EILIN PER USS T061 TO-'DR. jl C 2 m ST2 1 15-0' 4" NC 10-6" i 1 - - 7t FOUNDATION, w/ J-to-j REDUCING COUPLIN TO J" CJ02� N „ DE IL Q ST1 SLAB DIAMETER FULL-HEIGHT THREADED ROD w/ "x2"xi" I oti F i' " �� r ✓o j i -J WASHER ATOP UPPER-MOST TOP > ASSEM Y. �'�� it �� Il ! ! 1 -; DESIGN MEB -1 r------- ----------i--r- ----------;--i--------- --------i i (2)2 8 ! (z) x - -O x8 l _ 2 Al • J" DIAMETER THREADED ROD ASSEMBLY w/ EMBEDMENT - w N .- N N--r4- DRAFT MEB �i� lid I� o 26'-o" INTO FOUNDATION AND COUPLINGS AS REQ' 2"x2"xi" w Iw w !' w w l; w w w w h� CHECKED LAP i. ---� WASHER ATOP UPPER-MOST TOP > ASSEM Y. _. -1 1) MSTA12 ® EA. SCALE AS NOTED 7 7 7 DATE 1.15.2013 ST2 ST2 ST2 * RODS AT MAX 4'-4"o c I' STUD TO HDR TOP PL. JOB NO. 13-033 r SQ.FT. I � I !I i! = j Project Engineer: ONTINUOUS y HDR PER PLAN La e"b Ine,,PE FOUNDATION PLAN 1 " Pr ion r S, „ _ ,_ 2 STRUC URAL PLAN � is.ens y G tens 3 16 - 1 0 _ — S1 3 16 - V-0" j WINDOW----�.� ib n o.22978 / OPENING WNDOW = �i �� OPENING 3000 N. Ponce De Leon,Blvd. St.'Augustine, FL 32084 MIN. 3PLY #2 (1) SP4,6 ® EA. #2 SPF `(904)524.0806 SPF 2X STUD 2x STUD TO SILL PL. AS l� SHOWN SHEET Sl i I 1'j I! ii I I: of 4 I FACE VIEW I !! l(1) 1/2-DIA. A.T. W/ 3"X3" WSHR & j! NUT ® EA. SIDE i� OF COLUMN, AS SHOWN. A WINDOW HEADER DETAIL l i S1 i I I I I ' ! I I 1 L I I SHEATHI G THICKNESS & ATTACHMENT SCHEDULE 17/16" THICK (MIN.) (24/16 II I: (SPAM INDIX) APA- OR HEADER, ADJACENT TO I I THIS DOCUMENT, ALONG WITH TE<:0-RATED WALL SHEATHING TOP >- PER CALL SPH4-6-8 CONNECTORS AT 1 `r 1� -� - �- I ASSOCIATED DOCUMENTS, IS AN RDH SHEATHING `W A E L SHEATHING' !w/(1) Row OF Bd NAILS O 1 ' MI OUT oN STRUCTURAL TOP rT0-CORNER POST ! r 4` I I WIND (3) ROWS OF PLAN• I I I ! i INSTRUMENT OF ENGINEER'S ( orfed 24'OAC MAK) (sul8aorted @/6"OAC MAK) (1) ROW OF 10d NAILS 0 8' 3'o% AT TOP OF SHTN'G(IN TO ASSEMBLY AND O TOP I I I ,; I I I II.TOP > I I I I i i 1 Ij SERVICE FOR THE EXCLUSIVE USE SPEED& 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING" I tOd NAILS • • O.C., STAGGERED ) ANO AT 6077061 OF rT0-HEADER O MAX. 32'0%.�1 I I MIN THICK SS- INT E IM RI 0 AL T VERT APP. I END I 0 4" O.C. AS SHOWN, EA I!SH'TN'G(IN TO HDR.). NO I i I I I I I' i I AT THE PROJECT TITLED HEREIN. 1' I I' ! INFORMATION DERIVED FROM THIS I EXPOSURE (SPAN I 1 ROW OF • OUTSIDE CORNER OF , ..;// ZONE END ZONES PPLICAl10 UT STLXXXT W/STYX 00 ZONE ZONE () PLY. aD7ITI0NAl rT0-HEADER il/ STAGGERED, I !i I; 10d NAILS O 1 1 4' OFF • CONNECTORS REQ'D w/TRUSS GARAGE. / G' 7/I G" !5/32" 6' D•C• CIF y� I UP!JFTS 4.000E FOR HIGHER I I I I j I I !I I l DOCUMENT, AND OR ASSOCIATED / 15 I '�^ I G/12° G°/12" STAGGERED. • m UPIJFTS USE CONNECTIONS AS -131x3" TOE- OR END-NAILS ! } •1 :! I I (24/I G) (24/1 II 32/1 G) ! WITHIN 3/4' 2 $' '1 SPECIFIED ON STRUCTURAL 0 KING-STUD TO HEADER. 1I j (1) DIAL. BRACE OVER MIN. (4) I 'i ! DOCUMENTS, MAY NOT BE USED , i • a i : TRUSSES APPLIED TO BACK SIDE OF I: ! (supported�24_OACMAK) OF CENTERUNE PU1N. TRUSS TO >CUPS TO « 2x10 HDRS. USE 9 NAILS, I !j I I FOR OTHER WORKS OR 115<132 nph 7/i G. G'/1 2° G"/G" - OF 2x4 j BE ATTACHED TO SHEATHED THE INDICATm EMBEDDED 2x12 Ac ENG. W00(D)HORS. APPLIED TO FRONT SIDE 1 1 WEB. CONNECT TO EACH TRUSS WEB 1 I ( ) EXP.B,C,8 D MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING` • p qpE STRAPS) ARE NOT PROPERLY I I W/(2) NAILS. INSTALL DIAD. BRACES ,j i i �' PROJECT(S) WITHOUT THE I (24/I I'W C10TSIDE CORNER CAST-IN-PLACE THEY MAY BE USE (12) NAILS. OF WEB ! I I I HORIZONTAL RT APP.YtY VERT APP. INT E!D • • a O EACH END of CONT. LATERAL j PLICATIO UT STUCCO W!STUCCO ZONE ZONE • ;i GARAGE. REPLACED BY THE FOLLOWING I BRACE LINES $ O MAX. 20' I j I EXPRESS WRITTEN PERMISSION OF • ! (1) HTT22 •• (1)MSTA-SERIES STRAP O I, i 1! j INTERVALS BETWEEN ENDS. I ! ;; THE PROJECT ENGINEER IDENTIFIED ! " A KING-SND TO HEADER. Hg Al 7RAPSx12x 2 $ENG. 1 I I I I •I 15132" 15/32" 19/32" G"/12" G70 ;! .131x3" TOE- OR END-NAI EACH JACK-STI1D Ta I 1; 1 I ! I BELOW. I (32/I G) (32/I G) 40/20 ! 1 1/2" 1 1/2 2 1 5/8 I ..x10 HDRS. USE(9) NAILS, I' I r ' i N * BL ALL PANEL EDGES Bd RING SHANK PER R803.23.1 OF't0 FBC-R MHN. 0.173" 2x12$ ENG. WOOD HORS. gWTO�O�DpFIDRS USE 24' i I i // I_ REV DESCRIPTION MIN. WALL SHEATHING $ OF W SHEATHING. NOMINAL SHANK dia.,RING dia. 0.012" OVER SHANK dia.,16-20 I; i USE(12) NAILS ••E1plD STRAPS MUST I 't 1 I ! I !4V�/ 'I I I I II NAILING MAY BE OVERRIDDEN RINGS PER NCH,0.280"dia. FULL ROUND HEAD, MIN. Y LENGTH. '1 - BY REWIRED SHEARWALL *TYPICAL CONNECTIONS O STUD WOOD*Me ANCHORING ROD /16" THICK (MIN.) (24/16 SP BE INSTALLED w/ADDITIONAL j CONTINUOUS LATERAL I I•' 1 1 I - ROOF SHEATHING PER SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PIES. FASTEN WALL BRACE QUANTITY AND i1 II MORE THAN ONE PI ( DO 0 BY I 1 NAILING(SEE F/STI). SEE P/STT FOR BOTTOM CHORD COLUMNS. JACK-TO-KING STUD PER DETAIL 8/STT, AT INDIX) APA- OR TECO-RAPED PC. OF I(t4 REBAR PER 1, 1 TABLE, W PLY CUPS BRACING REQUIREMENTS. ASSEMBLIES-CORNER POST. ETC. SHEATHING-TO-POST WI MN 8d's 0 12" O/C OR GYPSUM-TO-POST W/ Epq� ENO OF WALL WALL SHEATHING w 3' 1Yo c SIMPSON INSTRUCTIONS. Lir LOCATION DEFINED BY j I I / / ! TRUSS ENGINEER. II I I OVERLAPPING AT LE ST 2 TRUSSES MIN 5d's O 4' 0 C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH I; (4) 131x3"TOE-NAILS O EA TRUSS/ •PEanFD NAILING REQUIRED FOR / SEGMENT, WITHIN 2. Of 6d NAILING, EXCEPT WHEN NOTED. Ii I! - I CONNECT TO EACH ;! i I 2 -MMI.1sT/.'!2 RAFTER-TO-TOP PL IN AD O V TO ENGINEER® TRUSSES OR I EVERY PLY IN ADDITION TO 2 PLYS. I JACK-/KING-STUD BLOCK ALL UNSUPPORTED PANEL USE-RJ VERSION OF I j $M°iBER W 2 ' i I i I I j (•�WTTN TAPE CONNECT77R(S)SPECIFIED IN EDUL !! j ASSEMBLY$CORNER POST EDGES w/2x BLOCKING. STHD14 AT tXtRB WALL ! NAILS : i' I. i 11 UNLESS OR ON PLAN. TYPICAL, ALL USS $ CONVENTIONAL(SOLID-SAWN) I ASSEMBLY. ROD 0 CORNER (OTL 2/572 I! 11 !i 3 FRAMING- SEE PLAN, LAYOUT OR !I (1) STHD14/-RJ CONNECTOR O ) I !I I NOTED OTHERWISE. RAFTER BEARING POINT'S. j MAY BE INSTALLED TO LOCATIONS. EITHER I SSOgATED OEI.EGATEO I JAaC-/KING-STUD ASSEMBLY- jt I' •� •, I; I ENGNEERINc FOR TYPI- sIZE $ D MULTIPLE PLY POST CONNECTIONS ? °THEIR E°F f N°t TO-FOUNDATION $O CORNER MAY USED AT I i; ;I i; I I 1 4 TRUSS-TO-PL CONNECTORS ORIENTATION OF MEMBERS. PosT ASSEMBLY. POST ASSEMBLY-TO NON-WRB WALL(DTI I I I 1 I 1 1 STt NOT TO SCALE 1/ST2) LOCATIONS. 1 I p ,SS C:E UD Tp r.. IRAL PLAWS) .: ;. r; e .` (ZJ 2xO ST2 SYP TOP PL. FASTEN PLIES FOUNDATION. (MAY S) USED k ' rd- ,.U,v F _ _ --- _--- ----_- - .- - .---- _ --------_------ INTERMEDIATE NEAR LL WOOD+TIe RODS) I1 � �j 4� !I � �1 The } - ---- TOGETHER w/ (2) ROWS .131x3' NAILS O i I FASTENERS. PER SILL > DOORS SHALL BE DETAIL BOLTS PER I i Ix mak`-- k'! h af�, Hz., I LENGTH OF CS16 STRAPPING w/MIN, (10) 10d O DETAIL A/ST7. IPP. -- I' y 12'o/c, STAGGERED, w/MIN. 24" LAPS / INTO EACH PLY OF SILL$ HEAD(ER),EXTEND I SHEAR CONNECTOR pT7pgHEp 7p I 1 /a-� t .� - - - MIN. (12) .131x3" NAILS IN EA LAP. HORIZONTALLY ACROSS STUD ASSEMBLY$ SCHEDULE ON S-SHEET(S), APPROPRIATE FRAMING 11 CASTILLO g - y - -- --- SPH4-6-8 O MAX 32"o% O PL-Tl7-STUDS BLOgCING, CONTINUQUS TO CORNER, FlWNG ALL I CONTINUOUS TIHRWGHWT MEMBERS IN Ii i •+MAY USE PA51 or-68 STRAPS LEO. S7HD's 11 I _ Es g;j�- H5 _ _ - NOT REQ'D WYHEN USING WOOD'Tie i HOLES w/10d. {TYP - 4 STRAPS O HEADIER) $ W1LLL SEGMENT. ACCORDANCE WITH FOR TRUSSES O 24"O/C MAX n�O� {2)2x( )BLOCKING(TYP). MATCH SIZE I AT STEM-WALL APPLICATIONS. ATTACH TO I; I ■V= 74 :f, _ HpHp _ ANCHORING RODS PER DETAIL B/ST7 1 4 STRAPS O SILL__ OF ADJACENT FRAMING(STUDS)- WOM"I"Ie ANCHORING RODS APPLICABLE I T -- --- I MANUFACTURER'S FRAMING w 2Z 16d or(26} 10d o tt?"cl tl rtb uH .S DP 2x( ) /2 SYP SHOE PL w/(2) ROWS li '� / I!I �' � -�?-- ' �; _ TRADITIONAL TIAL CONNECTORS I h� 1 AFbddacarporaaua p t!'OOt 1 art T� A; - •� OF.131x3' 0 12"o/c. STAGGERED. ! INSTRUCTIONS$ ./ Li' < - - "E. !� ..FA. P A14 MIIN. 23 23/32" APA- OR TECO-RATED li, S Ii' HEADER PER SiRUCTURAL PLAN I ! H IRECTIONS 11 ! I� ;I I N II TSG DECKING (24 /o STURD-I-FLOOR) w/ II II N I! SEE DETAIL C/511 FOR (VERTICAL) TYPICAL GARAGE DOOR OP�NING FRAMING DETAIL - U.N.O. ii m I; ! ; ; Designers HEADER-TO-STUD STRAPPING - ci6 0,T ucm, W� APPRovEO II I - T-- i ST1 NOT TO SCALE !I I I 2nd ooR WALL EnglneerS IXIERK)R STUD WALL SPEgFlCATIONS - -- ! T SPECIFICATION& _ __ 11 ! I ABOVE s E smucTURAL SHEET FaR IDnEaOR WALL FRAMWH - MATCH SIZE. GRADE do - -- I; I _--- -- ----- _-_- _._ -_ --_ -- --__- =�, I ! I I a ------- QUANTITY OF ALL 2nd -._-- - - I 1 WALL SHEATHING - r--- --- j ! I I :I .; I SEE IYPIGIL WALL I. I 6550 Roosevek Blvd -:, ` _ ICAL INTERIOR BEARING WALL II 11 'S FLR STUD COLUMNS w c p ATIAIXtERiD oa<S (MIN. 1-3/4' Width Pieces 1 1 SECTION (A/STt)FOR M FASTEN acksonville,FL II'I EILOCKING IN FLR SYS/ SWB 1I Minimum of(2)rows of 12d (3-1/4") nails O 1" o/0, 1 I j' i i DECKING(PER A/ST7) J 3z244 2x8) AND EIE ATTACHED TO EAgi - / *Minimum of 3 rows of 12d 3-T 4' nage O 1 o c for 14'& !' '! I !' 1 1 � � TO LATERAL BRACE W bsoo INt" l"JD W :I I i I NAIL THROUGH A.P.A. RATED SHEATHING �- O ( I ) " I I ! / ( (904)772' !I'I I EXCEPT AS NOTED ON STRUCTURAL s AND w/1st FLR-LEVEL /,;,tom 1116'0%(MAX)VERT.FlRAMING w/ :j deeper. } ' ! 4 10d COMMON NAILS c s` 1 INTO FRAMING W ad AT 3. O.C. AT ALL i O I FL CoA No.z 1 !; EFFECTIVE>Ht ALLOWABLE STUD ___ __! STUD COLUMN U.N.O.. _..��,.__ / I Ys"dta. SDS-SCREWS - 3' LONG ; *Nalled connection• r uire an additional row of nails when nail size i T-BRACE FASTENED TO I I 2x4 PLANK ORIENTED I 5 - I j I - ---'� I--� I j EDGES AND INTO EACH PLY�OF EACH , i! WEB W -131x3" a 6" 1 j l i �t LATERAL BRACES O 24« N -t INTERMEDIATE FLOOR SYSTEM - I 1 ! DOUBLE INTERIOR PLATE• 12 O.C. I IF[IIRECTLY ATTACHED TO to I is amoller thou specified above(m n. 0.726"X3"). / I, I! I i I - APPLICABLE TO N1ATI-STORY BUT ) !! '1 ELSEWFIERE, I FRAMING, 3-1/2" LONG IF w •Noil from 80TH SIDES of 3-ply members i! 0/C. T-BRACE TO BE I; ii O/C TOP AND BOTTOM. I 2x4 DIAGONAL I I W h W !'ATTACHED THROUGH SHTN'G. < 1 3-1/2' Width Pieces eNe 4- 1-3/4' Width Pieces 12" SAME SPECIES AND FASTEN TD FLOOR TRUSS BRACE O 24" 1 I TO�' ONLY. SEE PLAN, LAYOUT, OR i i I > GRADE AS WEB TO BE i W 3 tOd COMMON 0 C, DIAGONAL a II ASSOCIATED DELEGATED ENGNERING FOR II II I I FOR OTHER UPLIFT HARDWARE AND QW,NTITY OF SCREWS, I r Minimum of(2)rovW 2"bolts O 24' a/ g I /O I J ATTACH 2nd FLR STUDS TO 1st FLR ry� TYPE, SIZE$ORIENTATION OF MEMBERS, �lt�L I I 1 ! I CONNECTIONS, SEE TYPICAL WALL 112x@ LDGR: .(a)SCREWS 2x STUDS 12' j I BRACED• SIZE OF MEMBER I 1 !I i IXTEND INTO FLOOR j LATERAL BRACE I -V- JW'L 1 ACTION AND TYPICAL HEADER 0 LDGR: SCREWS PER TABLE �, TOE-NNIS. BRACES TO BRACE TD I, ! ' _! !; AS SPEdFIED 8Y;7,'RUSS ,; ! I 1 '. i I BRACING, BLOCKING$INSTALLATION 1 I !2x1- f Z) _ I) 12 " .T / Etl 1 I! O - - ! 1, STUDS (OR BEAMS) W/ CS16 STRAPS DETAILS, , FRAMING DETAIL i j 2X12 LDGR: (�SCREWS 7 ( I i ( DESIGN NEER MIIN. SYSTEM 1 BAY. WI(3)tOd (28" t DEPTH OF FIR SYS. IN LENGTH) ! Ii I I 1 F I: --- II I1 / { .- - ��:_% �' 1X4)• I! I ! 1 IATERAI BRACE LOCATION !I COMMON NAILS O MAX. 32"o c w 11 10d ND, SEE SCHEDULE FOR j (2)2xO HEAD I AT DoueL INTERIOR YP LEDGER FASTENED TD !I :' �; 1 10,N BOTTOM CHORD 1n AT EACH END / JO /E I j AND SILL :.s I i I ! I. CENTERED ON FLR SYS., TYPICAL INT. MINIMUM WALL STUD SILLS/PLATES LOCKING, NAIL FIRST I' 16':"o%(MAX) STUDS w 131x3"� �� •� I i MATCH BRACE LOCATION WHEN SIZE, GRADE, SPECIES & I (m') i /' 1' i I / I I I i ON TOP CHORD. & EXT. WALLS. NOT REQUIRED PLATE TO SECOND PLATE W/(2) ROWS I Gl1N NAILS O EA STUD I %% I I \ USING WOOD*Tie ANCHORING RODS PER SPACING - 12d COMMONS AT r o.C. I (TRUSS-TO-LEDGER CONNECTOR 1 I I I ! TYPICAL, U.N.O. • SF EgFlED BY TRUSS ENGINEER) I I ' (, INTERMEDIATE FLOOR DETAIL B/STI SIDE PANEL HEIGHT TO i r' I i I I j I ! ;I I iMD1H RECUIREMENTS TRUSS LEDGER CONNETION SaREDLR.E PER TRt1SSW ! I ;I , SYSTEII FASTEN EXT. WALL SHEATHING PT 2xO2 SYP SHOE PL.. (I INTERMEDI!lE SHEAR I I i I i I (RY/ 2' ! j N h _ - ft MIN. w : _ _ l - NAI i! R 0 776.. 2x6 w 5 NAILS CFI TO TOP PL, SHOE PL & RIM or SPH4 6 8 ® MAX 32 o/c ! , PER ! ••• O EA I vll! ! /� I I i !I II y PL-TO-STUDS NOT REQUIRED ,' K I III' >ASH I NECTIJR I 2-1 11 Rvdl 777-1241.....2x8 w/(8) NAILS A EACH d CEILING UNE RIBBON w PRESCRIBED "EDGE NAILING" - ( I! x TRUSS WEB REWIRING BRAgNS. ' WHEN USING WOOD*Tie ANCHORING I SCHEDULE ON j B t-e 7 2 { D. < SIZE/SPACING. lv S-SHE I I S 1-5 ! 1 1 1 Roos PER DETAIL B/sT1. I ET49) I I I LEDGER D TAIL ` SCL BEAMS U.N.O. m I 1 4 t-z t ST1 1 1 1 WITH 4" BRICK VENEER EXTERI I I I IE>Tl NOT TO SCALE NOT TO SCALE �- % F OOR EDGE ! i i - . FINISH, ADD CORRUGATED GALV. I I I F__ - - BRICK TIES 24"0% HORZ. & ;I _ _- -- _� --- ---= ----- j TRUSS ON PARALLEL END WALL( OLE I 16"a/c VERT. BRICK TIES MUST 1/2"dia X Y EMBEDMENT 1 ROOF/FLOOR 11 11 RIBBON ON FLOOR TRUSSES NOT HEWN CAST-IN-PLACE "J' BOLTS OR O HTT22 t0 AiR (1YP). 1 TRUSSES !I FOR CLARITY•) BE FASTENED THRs SHTN'G TO HEIGHT-LIMITED APPLICATIONS MAY USE, 1. (Z) 2 SPF 2x4 0 EA. CORNER ROOF/FLOOR SHEAl1Hl , 1: , 1 2"dia X 6" EMBEDMENT LEO. 4x4 POST. 3 F 2x4' SINGLE TRUSS 1 , SP s LEO. H1T22 PHD6 OR I W L STUDS. / O /2 E TYPICAL WALL SECTI I PHD2's. IF PHD2's ARE USED (C I ~ -- -_ !1 O CORNERS DIRECTLY BENEATH I i r I EPDXIED ALL-THREAD RODS w/ FOOTING(SE ON) MATCH WA H ATHING PER TABLE -- __ - HTT16 ATR SPECS. IF OVER 1st FLOOR BEAM WHEN 6x6 IS REt BRACING NOTES LL S E 0 F� 1 2'x2"x1/8' WASHERS ® 24'o c. -- 1 �.X4 SPF LDfER BEAM STRAP 10 BEAM w 1 3 CST6 s I . ALL DIAGON AL AND C BZ ONTINU OUS LATERAL BRACING LUMBER SH I( ) OWN SHALL BE 2x4 CONSTRUCTION GRA SEE SILL PL SHEAR CONNECTOR i i ;I HTTI6$5 8'ikS-T DE SYP OR BETTER / /2'EMEED !i U.N.O. rr 4 ,131 X 3" TO 2 SHIM A lD SCENARIO R ARI 1H 1 SEND t'OSTS EQUIRED. SE AT SNOT DOE RESEMBLE THOSE 1 /O N GATED DI ABO IMMEDI Y : _ 'i ATFL CONTACT {3P Y ) VE THE ENGINEER OF FOR MONOLITHIC STYLE FOUNDATION _ EPowED ALL THREAD®EACH I: REf�RO SCHEDULE ONS SHEET S) I EACH INTERSECTING __ -- - APPROPRIATE�RACNG pETAN S THE 1st USER OF 11HESE O2AMANG TO READ 1}qS N07E MAY CALL BUILDERS FlRS7SWR - FLORIDA DESIGN SHOWN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. E SWB - SPECIAL SHEARWALL DETAIL !' (3) .131x3' _ - OR ALTERNATIVE AS SHOWN ON APPROVED FOUNDATION USE WHEN BOTTOM - ` I TRUSS MEMBER �+ CENTER TO CLAIM A I i NAILS 0 EACH STRUCTURAL PLAN. I f100 OFT CERTIFICATE. NOT TO SCALE TRUSS pR 3.BRACING LUMBER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED ASN N $Tl I EID1 G BRACING ON I E NDMDUAI TRUSS I I I I CHORDS ON I DETAILS PRODUCED BY THE TRUSS ENGINEER. TYPES/STYLES. !1 I! I I LEDGER TD 1 I I I CIT I I BLOCKING. 11 BEAM-STRAP PER N/STi UON I` AS`TENERS SHOWN ARE.131x3'NAILS. A - - Y AI I 1 N ,I I I K\ 5. NGLE TRUSS BRACE METHOU MAY USED TO REPLACE 1 CONTINUOUS LATERAL MACE REQUIREMENT. t____ __ _ -__ ___„-_ CIF WALL ! `7/16" A.P.A. OR TECO RATED i 6. REFER TO SCSI t-03 FOR A�ITIONAL PERMANENT TRUSS BRACING INFORMATION. - - - {,; :I- - - ------ __ -- ----- --- ! SHFATHINO'w/6'/12"0%8d 11 ST1 NOT TO II 24' o c. REDUCE ? I AIMING - 4 s1DEs NOT TO SCALE I. - - - --- -- I I I l i O EACHXBLOCKINc I! I ST1 + - ------ --- - ------ ___-_ �. j 2x4 SPF BLOCKING O ( ) R I --- - 5 FROM EDGE OF I �r TO TOP PLATE OF ' . ' /� SHEATHING/POST 1 1 SPACING TO 16' o/c FOR EXTERIOR WALL i 7- BEAM Ai OVE I: - 1 j I' 1 SW:L AND 12' o%FOR ! - _-_ ---- --- -------- __ I LOW-CARBON STEEL NUT FOR WO r. , ROOF SYSTEM - -- - -- - - I!SWI. ! I I ATR ABOVE ROUND "FENDER" °• / CONNECTED TO WALL - --, - "n° WHEN THE HORIZONTAL DISTANCE FROM THE 2x4 Irl SYP OUTLOOKERS- WASHER ABOVE 3'x3'x9/64' 1 PER STRUCTURAL ! I I PEAK OF GABLE TO THE EAVE OR SEAT OF THE - OVERHANGS-<16'. O 24"o c W �' s- SLOTTED STEII.WASHER. ROD TO I DETAILS j _-_ I TRUSS IS LESS THAN THE MINIMUM ON-CENTER T I I I EXTERIOR WALL j- 1 SW (TYPE)'i II SPACNC MEDICATED FOR THE"X'-BRACING. A (1) HS OE:Aai OUTLOOKER TO TOP I BE POSITIONED SO THAT SQUARE t,. ,'. ;i 11. CHORD OF GABLE TRUSS OR END 1 WASHER CAN BE TOTALLY - = !! MN. 7/16" THICK (24/16 SPAN INDEX) APA- OR I _ I1 BUILT-UP OR BOILEDD COLUMN MAY& SINGLE"X'-BRACE AT THE PEAK MAY BE USED WALL TOP -- 1 - +�' I I I DETAIL TO BE FOLL D ATA OWE LL LOCATIONS CORA W INHERE x6. lE TED ALL SHEATHING TT A ACHED TO I I USED N LIEU OF 4x4 ITR 6 AND THE OTHER _ SUPPORTED BY TOP > S OFF PEAK 'X' BRACES MAY - i { ) OVERHANGS 16' >24 O 18 o e �r FRAMING MEMBERS $ BLOCKING PER T EXTERIOR WALL RUNS BETWEEN 1W0 PARALLEL TRUSSES I ii I'. I ABLE BELOW. ADDITIONAL ROW OF 8d ! TORQUE NUT ABOVE WASHER TO 30-35 1 I ! BLOCK ALL UNSUPPORTED PANEL EDGES W/,MIN '! L BOXED COLUMN DETAIL !I w OMITTED AT THE CONTRACTOR'S DISCRETION. / NAILS O 6"0% TO DOUBLE --- {2) H5 OEACH OUTLOOKER TO TOP F00T-POUNDS AT TME OF INSTALLATION ! 2x4 BLOgCING. NTT SCALE ST1 0 0 CHORD OF A > IXT. WALLS ONLY K F G BLE ! N ASTEN A A I G TRUSS OR END {AFTER EPDXY CURES). I, 2ply MIN. STUD END POST(PER 'I �� I I TRUSS BLOCKING DETAIL j;i LL ROOF SHE 1H F 'AEN ALL ROOF SHEATHING j (STAGGER NAILS BETWEEN j' - - r !' SiTi �� ! 2x4 BLOCKING ED ALL ROOF LL TOP >. _ j n ' I ROWS). 8TRUCTURAL PLAN) O EACH END OF ! ( �� I SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/Bd • • �J WALL U.N.O.. SEE DETAIL D-S T ALL SUPP 75 w/8d 4' O'OF GABLE WALL NAILS O 4'o c "IN ` SH ATHING 1 2' - 2x DEX E SYP BIJCN'G TNM / 8 ( -_-__ � NAI S O 4 o c :,: I FROM BOTTOM OF SHOE PLATE !�� 'v i • - - ;� P4YS. _-- --._ ___- _--_-- `,.,-.... :.,-- __.-- - ,n..�-.-,.-,,.r ___- _ _- WTI_OOKERS w .131x3' -_-'-- - _ -�- ,.-�rzr:,:/w ._ _- --._-_. I TTACHNENT OF PAST TO CREATE MIN. 1" OVERLAP f�- : .•,- UA,v„x, t :. .:`; _. :1 -;�. .... -� _ " ATR MAXIMUM OUT OF PLUMB ;;;,., I T TOP CHO D 0 6'o c TO _ s TOLERANCE: X' PER FOOT OR 2" PER :; '' '` 1/2'WOWTIe �': ,i - -- _ ONTO DOUBLE PLATE O TOP '' - _ -- ' (3) .131x3' TOE-NAILS FLOOR LEVEL- WHICHEVER IS LESS. � 5-1 2'MAX U.M.O. � - or T > ,., - 1 -- OF WALL 'R•ItOD �Ay� HEADER PER STRUCTUII : 0 OUTLO0-- R / - ! . / //�-q'n��n I BLOCKING-T(�TRUSS DROPPED(-3-YM") TOP CHORD 2x4 BLOCKING AT ALL ROOF - - WOOD TIE ROT!PER ' I AT OPENINGS MAY SERVE i ��SYP DBL / I ---- PLAN OR 71' LnvoU1 � QP 2x "L'OR 'r BRACING ON VERTICAL 11 SHEATHING PANEL EDGES WTTHM}', - IL ! KING-STUD ASSEMBLY MIN. (1)ROW OF Bd NAILS 0 1 ' : i .; -_-- 1 4'-0"OF GABLE WAL F -. - 1 6"o c TO TOP > - EXT. (I j�/STi j I; HEAR-WALL ENDS T - L. II I / ; i! .! I, LAT O SIM TO MIN. 2x4 _.. _ 2x4 4`2 SYP 2x WETS AS SPECD BY TRUSS ENGINEER I I i -- ---- p : WALLS ONLY. APPLY SHEAR 1�2 SPF O MAX. 24'o/c w/ {3) •31x3'TIDE-NMS.O _- -_ I I ( OUTL -TD- SS TE ii CONVENTIONAL OV�RFRAMING CONSTRUCTION NOTES U I. ---- !: ! ! w O 31x3" NAILS .131x3"NAIS O 8'0%FROM BRACING r► ! WALL EDGE NAILING PER --'- ,! ! !; i' INSTALL DBL 2x (2)NSTA24 W/ )1 Cd/ ! - !I W 3 1 : ,;" I BLOCKING IN I_-. O '! i HOLD-DOWN AT EAgi ! -NAILS PER END. TO WEB. ABSENT OF SPEC 5 ON 7 II E/STI WHERE REWIRED. 11 ,I 5-1 2 AX EACH ERE'l9F !! 2x SYP DOUBLE TOP >ASSEMBLY RAFTERS - USE 2X6 /j2YP/SPF RAFTERS CI 24 0 C ATTACHED TO RIDGE & VALLEY NAILER w/ 3 -131x3" TOENAILS. I INTERMEDIATE SHEAR OF SHEAR-WALL PER I ! ; FIRST TWO STUD BEAM TO P I' TRUSS ENG REFER TO"EXT. WALL - TO MATCH ROOF PITCH. 1i / { ) . 1 ASSOCIATED TABLE. 1 I 1' 2x4�z "x' BRAaNG Loci o PEAK $ sPACE STUD SCHm."ON STRUCTURAL VALLEY NAILER - USE 0 SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHER I I: INTERYEDIAIE FLOOR FASTENERS, PER DETAIL SPACES,MATCH ;I 1 I LOW-.CARBON STEEL SYSTEM-APPUO.eE 1 I I! !I I ADJAC T EW EACH WAY AS SHOWN BELOW. EXTEND 'X" I DRAWING, USING WEB LENGTH/HEIGHT 1 Zx S OS CONTINUOUS FROM F100R ; RAFTER CRIPPLES - 2x4. 2 SPF CRIPPLES O _ _ "r DS w/ (4) .131x3" NAILS. II To MULTI-sTORr A/STI TABLE, TYP. j i _!! ! � 4 0/C (MAX HEIGHT - 6' 3 ). 1 BE AI30VE / FRAI/l PER ( BRACES INWARD MIN. 8'FROM CABLE WAIL AND I.LO. >HEIGHT. DOUBLE AND OR SYS 70 UNDERSIDE DELL TOP > COUPLER w MIN. aft' :, TWLOWOS ONLY. -- SIZE I ATTAai TO 2x4 VERT 0 NID-PONT w 1 I RIDGE CRIPPLES - 2x4 SPF ® 2 0/C (MAX HEIGHT = 6'-3"+). w 3 .31x3" w TRIPLE "L's s AS RE NRTD A R M T --I I I I( ) W TO BLY OU TH EAD ENGAGE O TLOOK RS �, EN Ir E SEE i' ( r it I 1 ) _ i I A F 1 4 T BRACE S TT 1 x HED T 1 I 1fbP �w� 0 CRIPPLE w .131x " _ r 3 NAI NA LS _ • SPEC TLS F71 ® 4' I FROM EA SIDE�'X' RA 0 C B CNG. MIN. 3 EVEN Y 'i / MAX HEIGHT FROM ACH TI I I L MAINTAIN MAX o STRU TURAL PLAN. 9' 10" E WOOD e c SPACING WH I I 1I I: I I II PT2 SYP 4 POST I' O I EN j * / ( ) C D m ROA• {OPTIONAL ! 1 ( STUD EDULE 11 D 'X' BRACES PER GABLE END. WEBS EXC®SPACING SHOWN ON ? IF 2x4 T-BRACE IS ATTHCHED TO CRIPPLE w/ .131x3' NAILS ® 4' 0 C MAX HEIGHT = 11'-2". \../ W / ( } Nw I ' LOCATE AS REQ'D) Ii I " NTERMEDIATE SHEAR'? FASTENERS, PER SILL> I� ,III 1 I;, I! !; -COLUMNS 7 THAN 10' OR !! MAX. x' BRACE SPACING:.;.• bF TOP 04ORD GABLE R { 'I I IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD 1 0. I I I ( I 1/2' dia ! 1 THOSE SUPP C ENGINEERED 11 ! ;, ENGI EERED ROOF TRUSSES 9g\ !; O 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w it I 1, WOOD'Tie RODs - 7¢'dw. 1j SHEJIR CONNETOR SCHEDULE CIN S-SF{�7(S}, --_- 'i (I I (2) MSTA30 W/(24)i10d II WOOD PRODUC USE PT 2 I; -;v' <Sfz PITCH _ 8'_0"o/c�` TRUSS II TOE-NAILS TO EACH TRUSS TOP CHORD. / (3} .131x3" , w A307 1HRF_ADED STEEL RODS - 7 W' "TI° I 1 j NAILS NAILED TO PLATES # !' -;i- 1{z <Ttz PITCH 6' 0'o a i CON TONAL RAPIERS/JOIST. Z ' 1�OD*Tie ANCHORING RODS 1 U.N.O- sYP 11x6 POSE (u.N-o. ON / j ATTACH CRIPPLES TO RA TER 0R RIDGE w ("PTR') LOCATED AT Ii TRDTN L MTL CONNECTORS I 1! ANO BLoaciNG 0,N INSIDE I i 1 STRUCTURAL N) 7/ts' THICK (MIN.) APA- / (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3' TOENAILS. TECO-RATED WALL SHEATHING. ,I yyk'? I� ;I j RIDGE - USE MIN. 2x8 X12 SYP/SPF RiDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS). W CORNERS EACH SDE OF 1I 1 i 1 I FACE oF'NrIL I ! I _ X'' J=x_ __ • MATCH NAIL SIZE/SPACING r_-� ---11= ---1i-_ NAIL RIDGE ENDS TO CO ON TRUSS EXTRA ROD REQ. Pott SHFArt-WALL HOLD DOVM iN ! -- ____ ® ONE END AND TRUSS TOP CHORD OR BLOCKING SEE ABOVE I OPENINGS LARGER THAN 6', 11 I I ADDITION TO ANY RODS USED FOt UPLIFT: I 1 I I . ( ) AT OPPOSITE END w - INDEX'SHEATHING 1/2" FROM NTERfdEDIAIE AND Vo/c(EXT. WALLS) or I I' DESIGNATED FOR WALL BELOW I / (3) .131x3' TOENAILS. i 1 - I I 11 I 1 BRACE TOP CHORD OF ASSES BELOW OVERFRAMING w PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A STi. III :I SILL PLATE '1 I I 2x4 ,�2 SYP LATERAL BRACING I !I GABLE. BLOCK ALL PANEL EDGES. j ---- -- - -- _-- BOTTOM OF SHOE PLATE FOR ! 4'o% (INT. WALLS) I! POST TO SLA CONNECTION WITH I w li r -_ --- -- MOSTURE PROTECTION AND TO SHEAR _ ."------- --- ��TR AiCd<IVFTiII3" -- -- THEREAFTER. SEE DETAIL i 1 1 ;j /(3) .131x3"NAILS INTO EACH „ 1 � tVTRUSS(NSTALIAiiON-PACKAGE)_-FOR- - L �/r LJ� i CREATE MIN. t" OVERLAP ONTO ! CONNECTORS - F/STI FOR USE AT ENDS OF ',1 8d COMMON HOLD-DOWINS - EACH END OF EACH SHEAR-WALL SEGMENT I ( B ABU44 OR W/(12) 16d i! TRUSS B�OIGOIG CHORD. MATCH I I CONNECT END OF LATERAL BRACE TO 1*'BALL FRAMING MAY BE USED WITH I PATTERN FOR r= PATTERN FOR 2x4 SYP 'CATS"O \`' 1 DOUBLE PLATE O TOP OF W SEE TABLE FOR S4EAR WALL SEGMENTS. '! NAIL SPACING I i II TOP WW AF $ ATR OR (1) TT16 $ AIR. ;f &LOCATION OF I; I BOTTOd CHORD OF GABLE TRUSS w/ �� IiELT21EB R TRUSSES OR CONVENTIONAL SPECIFIED SW(BEL TNUWS ----T 0 ADJACENT X'BRACING. •I 11 ! I FROM TOP >OF SPECIFIED SW(BEL ',. 12'o/c ATTACHED TO OUTSIDE FACE OF SHEATHING TO APPROVED ! DESIGNATION t•t-FLOOR -WALLS 2nd-FLOOR SFIEAR-WALLS I I I i I I ' -I i1 {2) H25's, H5's OR EQ. iI jIFRAMIN6 IN EIBE CON�NUWS FROM TIRE CHORD OF NOCATED SHEAR-WALL TO ADJACENT, AT SFIEATHIN TOP ! I! 70P>'S W/(4) 12d BE "FLUSH" WI SLAB EDGE. ! FASTENERS AND :i I I!I 1I I I i 2x STUDS CONTINUOUS FROM 'I II ATTACH BO,TOI CHORD GF GABLE FLDQR BE TO TOP PLA,ES IMMEDIATELY TRUSS N TI PARALLEL TRUSS ADD.131 CHORD OF INDICATED I COMMON NAILS$ .1 SPACING. �t I' PANEL PANEL TRADITIONAL WOOD*Tb TRADITIONAL WOOD•Tie 1 CON EC ON 1 N !I EDGES FF10 HARDWARE RODS HARDWARE RODS II II II I FLOOR SYSTEM TO BOTTOM CHORD I liADJACEN AND CONNECTED 10, TO THE x 3 NAILS FTROI TRUSS BC TRUSS CONNECTION. !I ATTACH TO EACH 11 I 1 I I I I -- --_----- Ii TRUSS 777 TOP>ASAI�Y w/ 17J 2x AND FROM 2x TO ADJACENT TRUSS W � O 0 __i .-- ----- i !. fAS117N STUD PLYS ° =F _ '-' OF GABLE TRUSS Sf .131x3' IUENAII•S O 6'o a UNDERS °F THE OUTLOOKERS ABOVE A ;i i / SW WALL SEGMENTS 115'LONG: WALL SEGMENTS > 2 CS1�'e ACROSS WALL SEGMENTS > i i' I $EITHER IOP >- MATCH EDGE (3)lOd COMpION Z I tTlf LOSED ( ) _ f S7RUC7URAL PLAN. GABLE SS IS USED, IT My BE APPLIED TO I I I _ THE INSI OF THE WALL STUDS ANO THE B.C. iv ! I 1 1 ! TOGETHER PER DETAIL +--,-,- -- MSTA72 STRAPS 0 48'o c CIR L7P4 6'0% 12'0% NONE REQ'0. WAIL 15 LONG: NONE FLOOR SYSTEM TO 15' LONG NONE j 1 11 / NAILING PATTERN FOR TOE-NAILS. _ 11 I- _ 1 - 1 I i ;I D-ST1. I! I ,I PLATES O 32'o/c. �. ATTACHED TO EA TU SPECIFIED SHEAR-WALL. 2x k' SIMPSON "Ar (ACRYLIC TIE) Z SEG6E'1'115 <15'LONG (1) REQb. WALL HEADER OR STUD REQT), WALL I I 1 CHS D WITH (3) .131 X 3' v 2-PART EPDXY, INSTALLED AU .i FOUNDATION - Hrn6 OR(1)PHD2 SEGMENTS < 15' COLUMN BELOW w/ SEGMENTS < 15' iI, I 11 :.a, ;'�a �`� I PLATFORM FRAMED ,/ may" ENG TRUSS -- MUST MATCH OR EXCEED °,IG _ __. X A R 'S J MONOLITHIC-STYLE ARTALLY Tet FLOOR '! I I - ' -- I AND THE .C. TO THE TOP PLATES w/.131 X �; TRUSS ENG. TRUSS PER MANUF CTU ER cJ Q I 6"o c eb c LONG: (1)X0,"dia LONG: (1)XM"dia I ! ,s`, u 'S Ii LENCdiT OF S1EAR-WALL -- INSTRUCTIONS. �' W '- 3 FOUNDATION SHOWN I, INCLOSED I I HOD-DOWN AT BASE !; !; I' BOTTOM CHORD OF GABLE TRUSS MAY BE f1 3' O 4'o a IN (2) STAGRItED ROWS. W J I WOOD*IIe ROD WYOOD•Tle ROD 1 I ! I FLAT.SLOPED. OR COMBINATION THEREOF. IN SHEAR-WALL- CONSTRUCT: SHEAR-WALL - CONSTRUCT 1, m I FOR CLARITY• SEE SW2 1 Hm6 Oi T PFHD2 1 db 2 C516'd ACROSS 1 i I i !; FOOTING (SEEM INSTANCES VERTICAL WALL FRAIANG j' IF 1st OOKER IS PER SPECIFICATION. EITHEHR ii PER SPECIFICATION. EITH 'I ''i I M ! ; SHEET ST2 FOR i j O O {)Ya' O {)Ye"da 1 - -- I! FOUNDATION P AN FOR AIT / , >32' FASCIA I' ;i -- ;;I 1 I trbOp+7 NUOp OR BOTH S S MAY BE 1 •� i L'I 0 APPROVED FOUNDATION ENq-O� 4"o/c 12-o% Te ROD FLOOR SYSTEM TO #Me ROD _ - --4 j; BE TES IM EDI FROM FLOOR T, AND TO TOP ) EDGE OF 2x NEED NOT SH BOTH SDE(S) MAY F3E I, I _.I i - t- I I � � I � '` � OUTL ER ONLY. I I � ' TYPES STYLES• 1 I SIZE) PLATES IMMEDIATELY ADJACENT, AND - I; BE FLUSH WITH EDGE SHEATHED. II 11 �% BOARD. DOUBLE 1st SFiFA7HED. G:- to HEADER OR STUD ! CONNECTED 1D, BOTTOM CHORD ABOVE. •• a �. 1 COL BELOW w/lot I 1 OF TOP >_ ARTIALLY 4"o/c 8"o/c FLOOR HOLD-DOWN I PORCH POST & B M �' 1 I �'-� m _U INCLOSED 1 THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A THIS DETAIL PRONDES AN ALTERNATIVE METHOD OF ATTACHING A M II SW1 (1) HTT22 OR(1) PHD6 {1)96"da wooD'Tie (3) CS76's'ACROss (1)�(j'da WOOD+TIs id CHANGE IN PLATE HEIGHT sTi FRA ING DETAIL U.NO. II ,1 SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA 1��1 AN ENGINEERED TRUSS.AAIIQ� MAY BE USED I.LO. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED I.L.O. FRAMING THE i MIN. 2 ED SEE SILL PL SHEAR CONNECTOR SCHEDULE ON 11 ENCLOSED 3"0% 12'0% ROD(MATCH HTT22 FLOOR SYSTEM TD ROD �Ti NOT TO SCALE I NOT TO SCALE '! SHEAR-WALL CONTINUOUS?TO THE UNDERSIDE OF THE HORIZONTAL SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL °ISTANCE S-SHEETS) FOR SILL rT0-FOUNDATION EMEIED./EDGE DIST.} HEADER OR STUD {'MATCH HTT22 I \\\ ! S - ( - SHEATHING. THIS DETAIL IS?N0T APPLI+;ABL WHEN CONVENTIONAL SHEATHING. THIS DETAIL IS NOT APPUGABL 7VHEN CONVENTION I ROOF fRAMNG IS USED. ROOF FR uN Ic ISF•n it ARTIALLY W/rx3'44 COL BELOW w/tat EMBED./EDGE OST-) II- _- __ -I! - - __ -_--- ___---- - ST1 NOT TO SCALE 0 W ACHORAGE WHEN USING WOOD•Tie RODS. ! I gJ>SEO 3'0% 8'0% HCxD-� w/3"x3'xY*" I SEE TRUSS ENGNEERING AT BASE ROUND-HDL FOR ADDITIONAL INFORMATION AND DETAILS SPACMIG OF BRACING. ' t n B WOOD le D TAILS & PECIFICATIONS oN cONSiRUCTNc A GYPSUM aN'G DETAILS FOR MAXIMUM o% ______ __ __ _ _ _ I v , * I WASHER I i DWPHRAGM, REFER TO REPORT ICC ESR --- ---- --- ...-- _- - _ - - - ---- INTERIOR SHEAR-WALLS NNING PARALLEL TO TRUSS ABOVE I OPTION D O •= MIN. 15 Bd NAILS EACH OF EACH S AP. 1338&E'STR 1046 'GYPSUM BOARD EXTEND HEADER TO KING STUDS INTERIOR SHEAR-W L 10 TRUSS ABOVE SEE H.LB. '91 and BCSI 1-03 11 1 -- -- --------------------.--- -� ST7 NOT TO &U.UNDER-EAVES(SOFFIT) TO INTERIOR $ EXTERIOR APPLICATIONS.". FOR ADDITIONAL d BCSI 1-0 ----- --- ----- -___ NOTES: 1) HARDIE-PANEL OR LP SMART SONG IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED 7/16" THICK APA OR TECO-RATED WALL SIE �ER VINYL SOFFIT WOOD TRUSS HApDLINC, ,', KING STUDS PER STRUCTURAL -_ i. MATCH EDGE NAILING ------ - ---=--- --------- ----------- - SHEATHING ONLY IF IDENTIFIED AS SUCH Oft THE STRUCTURAL PLAN. PLAN. EXTEND ONE KING TO TOP ---- -- --- -- -- - -------- _- MATERIAL RATED $INSTALLED INSTALLATION ANA:BRACING ° ° ° ° _- .- PATTERN FOR `=`_` =`= ROOF LOOK SHEATIHgNG - --- 2) OPENINGS AND/CTR PENETRATI0N5 GtEAIER THAN 12"x1Y ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. Zx4 2 SYP NAILER TO /F _ _ _ _ � �- O I - - T/2 S'F BLOCKING, AS REO'D FOR RADIUS_D-TOP 3) TOP>SAUCES IN SW1 At SW2 DESIGNATED SF#AR-WAILS SHALL BE MN. 48" LONG w/ MIN. (24)EVENLY-SPACED 10d NAILS FOt THE APPLICABLE DESIGN /- OF HEADER, INSTALL REMAINING o°, ° ° SPECIFIED SW(t#L # - �-- O AT SHEATH TOP r �� - Z 1! PRESSUI�S FOR THE SPECIFIC i�� '! KING STUDS AS JACK STUDS AND FIEAD°R E'ER STRUCTURAL PLAN. - I BOTTOM CI10RD �TRUSS I x '�� ('�'� NDOWS. w/(2) .131x3" TOE-NAILS PER END. ( ) ( % 1x4 SYP CONTINUOUS BRACING STRAP EACH JACK TO HEADER ON . " I CHORD OF INDICATED 1 16" W/10d COMMON O 3'0 1 / /`Y / / / / )) / y MIN. 7/16" THICK WALL 4)AT LOCATIONS WHERE MIN. SPEQFlED TOP >OVERLAP IS NOT ACHIEVED, ADD 2 M5TA24's ONE EACH SDE OF>) CENTERED ON I 1 API'LJCATION, �• �6'THICK i �� I0,• i PROVIDE FULL-DEPTH I SHEATHING OR STRUCTURAL HEADER, ADJACENT 1.0 EACH SAUCE (MI!N.) APA- OR TECO-RATED i % w/(2) 10d TO EACH TRUSS 1' UNSHEATHED SIDE w/(1) MSTA24 i; r- _ TRUSS CONNECTION. 1 MAX 7/76" .NICK MI BLCX:KING EIE111EEW JgST w+ • �� SHEET-SIDING w/(1) ROW OF Bd 2" TOP>- PER CALL OUT SPH4-6-8 CONNECTORS 5)SECOND-FLOOR SHEAR-WALLS LOCA70 ABOVE CMU WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR SHEATHING w 6' 6"o e Q DO NOT SAUCE-OVERLAP !I PER PLY. }'" - ( N•) (24/16 / / / / / / I / °I, SPAN INDEX) APA- OR �' TRUSSES ABOVE tat STORY NAILS 0 3'o/c AT TOP OF AX ON STRUCTURAL PLAN. O TOP >-TO-HEADER O sHEAR-WALLS WITH MINIMUM ATR E/BEDMERTS(INTO LINTEL OR TIE-BEAM) INCREASED TO 12' FOR 1/2'dia AND 15"FOR 5/8"dia RODS. Bd NAILING BL K ALL JONTS MIN. (2): SSES 1,° TECO-RATED WALL SHEAR-WALLS. ATTACH / ✓ / / / / / SHTN'G(IN TO TOP >)AND AT I I MAX. 32"o/_ 6)AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL• THE WALL MUST BE CONNECTED TO THE DIAPHRAM UNSUPPORTED PANEL EDGES. --, EXTEND BRACIN TO END OR I SHEATHING TO BLOCKING I 16"MIN. FOR 1 STORY ENG. TRUSS SHEATHING w/3'0%8d / / / / / / / / ,i! / BOTTOM OF SHTN'G(IN TO HDRA ABOVE REFER TO DETAIL W/STI FOR OPTIONS. -- _#R WALLS I#ATTACH. ° �-NNLING. BLOCK ALL w/Bd NAILS 0 6'o% AND DESIGN RW o 24" MIN. FOR 2 STORY ATTACH SHEATHING I BLOCKING TO TOP PLATE / / /` / / / / Jy/ NO ADDITIONAL rTO-HEADER i I -' FASTEN SHEATHING TO HEADER W/ I'i` UNSUPPORTED PANEL I CONNECTORS REQ'D w/TRUSS .131x3" TOE- OR F TYPICAL SHEAR-WALL ASSEMBLY DETAIL I I' ' ? Sd NAILS IN 3'GRID PATTETtN As 70 NAILER W/ed EDGES w/2x BLOCKING. w/0.131'x3" TOE NAILS O -_ ___-_-____ I UPLIFTS d•OW#. FOR HIGHER ; END-NAILS O KING-STUD 7"/To%5d COOLER ' ;' SHOWN $ 3'0%INTO ALL FRAMING COMMON O 3"o/c Y I 4'0/C IN (2)STAGGERD -- -- UPLIFTS USE CONNECTIONS AS TO HEADER. 2x6 HDR. STl NOT TO SCALE :I - MEaIEHERs((STUDS, BLOCKING, AND I°i° I SHEAR-WALL - CONSTRUCT ROWS DRAFT RW - --s - -- --- _ _ NAILS OR t-Y" FASTER TOP PLATE TO ELLS)(TYP). IF THE INDICATED SPECIFIED ON STRUCTURAL PLAN. USE 6 NAILS 2x8$ 1 + M6• I IE CONTINUOUS BRA !S - 11 PER SPECIFICATION. I , - I I..- Y O r__ - - _._ _ __ -- I i DRYWALL SCREWS. ! HEADER W/(2)RO _ I° !°, BEDDED STRAPS ARE ATTACH SHEATHING DOUBLE TOP >OF I I !, I 1 APPLIED ,D THE DF THE (° SHEATHING BE ON OPPOSITE ! /I 131x3" TOE- oR NOOW HEAD - APPUCABIE ONLY 2x10 HDR& USE (9) I ----- - --- -------- -- I I I EM / I i; �- CHECKED LAP TRUSS BOTTOM CHORDS NAY BOTiTMI 04ORD(AND,.. OF 16d NAILS O 3'o% '°I° NOT PROPERLY TO TDP >'S W 8d SDE OF WALL OF EK)TTOM ! WALL I I WHEN WINDOW DOESN'T ATTACH NAILS, 2x72 $ ENG' ! I' SUBSEQUFNTI_Y, THE UM CLN'G (TYP INTERMEDIATE(NON-CORNER i°.° COMMON O 3"o/c. CHORD NAILER. !I v -- END-NAILS O KING-STUD (1) WOOD*Me RO)ADJACENT TO BRACED BY�ER METHOD - i )- ) I CAST-IN-PLACE AT i i I I 1 WOOD HDRS. USE 12 ( ) PORTAL FRAM TO HEADER. SEE TABLE FOR I : IS ATTACHED TO T}i P __ E DETAIL MATCH I! QIREC7LY ILIO POST IF PORCH BE/W iS i EiGNG FOUNDATION POUR H USE S THE C TIN 1 - TO HEADER. 2x8 DR. ON UOUS x4 BRACING I°' - SIZE&CONNECTION NAILS.. (' ! SCALE N.T.S. (6} NAILS, 2x8$ 2x10 - (S)• iI OONVENTICNAL LUMBER (2x8. 2x10. TOP PLATE MAY BE NOTCHED TO II (SHOWN AT RIGHT) OR THE RIGID 11 TRUSS) THAN DIRECTLY TD THE JACK STUDS MAX. FOR ADDITIONALSINFORMATI !° , THEY MAY WI THIS DETAIL PROVIDES ALTERNATIVE METHOD ) ATTACHING A TRUSS-TO->CON I - ! Ad HDRS. USE (9)NAILS• 2x12 - ---- 2x12, ETC). (1)WOOD•TE ROD ALLOW PORCH BEAM TO BE LET IN TO CEWNG DIAPHRAGM SHOWN AT _�I�TRUSS) THE MAXIMUM o/c SPACING PER OU• I°:°. REPLACED WITH HTT22s SHEAR WALL TO A H ENTAL (ROOF OR FLOOR) OUPHRAGM VIA NEDTOR: j 1 - -"-., �- ___ 1 MSTA-SERIES STRAP ( �I OF THE BRACING IS STRUCTURAL PLAN. FF]GHT CONNECTORS, ETC. i: ° rr AN ENGINEERED TRUSS• O MAY BE USED I.LO. FRAMING THE SEE TRUSS SCHEDULE I 1 1 $ENG. WOOD HDRS. USE ----T 5--- - - () ADJACENT TO EACH SDE O'POST IF WALL PROVIDED THAT(1) 2x4/2 SPF LEFT). ' `' STRAP TO HEADER ON 10'-1 '�- TYPE Olt A DATE 3.11.2012 -� r- - --- O�JACK-STUD TO SHEAR-WALL CONTINU TO THE UNDERSIDE OF THE HORIZONTAL ( �) (1?� �AI�g PORCH BEAM IS ENGIRD LUMBER POST i5 ADDED TO EACH Sf7E OF '.. W0170*Tie ANCHORING RODS, PE INTERMEDIATE WINDOW HEAD - HEADER. 2x6 HDR. USE (LSI, LVL, PSL, ETC.) 'I, PORCH BEAM TO SUPPORT TOP x IN !I s ! UNSHEATHED SDE w/ 1/8" FOR A PANEL SPUCE(if needed), °,y " EMBEDDED STRAPS SHEATHING. THIS DETAI IS NOT �+I •wlE YYFT N ONVn'TON M 1 !I T 12' STRAPS, 2x8& 2x10 GYPSUM CLN G DIAPHRAGM METHOD CONTINUOUS YYIOOD BRACT METHOD (1) MSTA24 PER PLY. PANEL EDGES STALL BE BLOCKED, MUST BE INSTALLED w STUDS/SHEAR WALL -`I JOB N0. STANDARD DETAIL B/STI, EACH SDE OF APPLICABLE w/DETACHED / ADDITION, (t) W000*TIP ROD SHOULD I I EACH OPENING, WITHIN 2` OF TRANSOMS)ONLY. SEE TABLE) HDRS USE 18" STRAPS, I!; `\ BE INSTALLED TO EACH SIDE OF 1 ;I $OCCUR WITHIN 24 of ADDITIONAL PC. of a ! FRAMING PER PLAN JACK-/KING-STUD ASSEMBLY. (REWIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN .j I; �ry FOR SIZE$CONNECTIaa(S). 2x12 $ENG. WOOD HDRS \ �,.� PORCH BEAM AND(1) MSTA24 SHOULD USED WITH 'PARTIAII.Y ENCLOSED" BUILDING TYPES) 7/16" THIP( (MIN.) (24/16 SPAN MID-HEIGHT OF WALL I - REBAR PER SIMP�SON 1 L SQ.FT, DETAILS USE 24' STRAPS. /� INSTRUCTIONS. �� I BE ATTACHED TO(1) SIDE OF EACH INDEX) APA- qR TECO-RAID INITRICIR OR IX RIOR S4 - ILLS RUNNING ' � � ON I I - ,, INTERIOR SHEAR-WALLS INNING PARALLEL TO TRUSS ABOVE ! pERPENpiCULAR 70 TRUSSES ABOVE W/HEEL OR (1) SPH4-6-8 CONNECTOR `�� - R TOP >CENTERED THE JOINT. WALL SHEATHING. BLOC( ALL 6" MN. FOR 1 Sl'ORY I�;. JACK- $KING-STUDS) �� -\ -- - / ,o, VERTICAL WEB 6' TO 1'-6". PER CALLOUT ON O SiN(i.E JACK-STUD TO =` I ° \ I P I 24" MIN. FOR 2 STORY \ I I T $ UNSUPPORTED PANEL EDGES r Pro ect E (near. STRUCTURAL PLAN. OE I USE(1)TUDS T PORCH BEAM MAY BE NO \\ ( STl NOT TO SCALE 1/2' dia ANCHOR BOLTS IN PROPER __ ----- ------ _---_J_-______- -_-- --- M O Q4l1BLE JAG(-STUDS TO 1! I !I A PLICATION REQH Dew%B1UCC0 IN PRO@,L SHOWN --- .M WINDOW SILL- SEE TABLE FOUNDATION. USE 1 AROUND TOP PLATE PROVIDED I. <„�� _ EXT. NISH W/7'MN.EMBEDMENT& IJCAiION 1IlH O THE TOTAL DEPTH OF THE i I ,"I 'I I (� -----_- ------- - - ------ .__ (2�SDD14- ElIBEDED CURB WALL- Ld nCQ A. P.,�E�. SIZE $CONNECTION(S)• HTT16 O]�(OR MORE) II I �' STRAPS 14"INTO Yx2'x3/16' WASHER(1YP). i PLACE FLOOR INTERMEDIATE SHEAR 3ply 2x( )#2 SYP 2x4 RIBBON BOA SHEATHING P \ JACK-STUDS TO i EMBEDMIENT LINE" SHEAR CONNECTOR SCHEDU ___ _ _ OOR(S) SHALL ---- FWNDA1L W USE PT SILL>. I FOR ELIXIR AND ON S-SHEETS). ATTACHED 70 NOTED ON THE STRUCTURN_ �\;- \\ ; 1! S1HD14$�•TMHEN LOCATED wT�BLASE OF CURB SHEATHING ------ - F'L j-ICB�ISB :I FASTENERS• PER SILL> WINDO S AND SHEET - - - BEAM IS >9-1 4 _ _ _ WO _ fWNDATION. I� _; i - I I --- -/ \\ INTERMEDIATTE AT A CURB WALL(DTE APPROPRIATE ( i; ATTACHMENT. TRUSS TOP giORD CN�,tiC , I \` I i 2/ST2) AND BEAN OOR ANCHOR BOLTS PER : TRUSS BEARI G < SC L�C@f1Se97 FRAMING MEMBERS I \ NAIL POST TO PORCH I �. \` "EMBEDNENr AT BASE OF i L � TRUSS s HEEL/END VERTICAL IN ACCORDANCE DETAIL A/STY. TYP. / I \\ HEADER W/(1) ROW Of i I _ CURB WALL - y„ DF TRUSS +.,,, WITH APPUCAEILE .13Tz3' NAILS O Y 0 C. / \ REDb PLACEMENT -. � �4� �- i / / \ FWNADTION PER S7RUCTURK PLAN. - tOd O 6'0%FROM CONT. `�Of NSTRUGTIOMS$ I( / ROOF SYSTEM OF aPTIQNAI (LEO. WALL FRAMING 4', ----- - _._ STHD14'e)HTT22's .!.AUgUSW l0� �$,Q$ DIRECTIONS. . ' I 2x4 TO 2x4 BLOCKNG 1 I /, _+ �I °° T PORTAL FRAME DETAIL 1! 12x }'2 SYP TOP > � /h I � I'' � -� -- - HORIZONTAL 2x4 SPF TRADITIONAL METAL CONNECTORS pal Ste ' (2)ROWS OF•131 x ST7 NOT TO SCALE X40 STRUCTURAL SHEET I IPLAN MEW OF CORNER 3' NAILS O 6'o/c ROOF/FLO SHEATHING BLOCKING BTwN TRIS E'4. a+;CIL- P..ara- E: R>ILL tzc Exeos'.IeE 9. MINIUM SIZE. ��6" THICK (MIN.) APA- OR t ;(DETAIL _ - - I I I SEE STRUCTURAL PLAN. -_-- -- --- -----------=-------- _... --- -- - TRU OP CHORD ---- --__ -_-- TECO-RATED SHEATHING w/ MA M w ,PA., ,:o0, j I ! FOR STUD SIZE/SPACING GF .L ! F V.Hi. .,li: �G:1^E .c4;lIPED PANEL ED _ _ 7 H T n-�-- ,. -.. _ HEEL FIND - 'y CONTINUOUS 2x4 SPF W _ :t, a - -0,T Ernti I I STUD POSTAI NUMBER PLYS TO PORCH HEADER !I 2x 04IMNEY FRAMING --- VERTI OF TRUSS -� ___�;_ ,.:�- _- _ - IZ I - ' , 6/6 o/c Bd NAILING. BLOCK _ - ! AIT UNSUPPORTED GES _ _ E "' w/2x BLOCKING. MEMBERS- SEE STUD fl (3) .131x3 NAILS TO EACH ntz CF WAILS MATai HEADER. STUD POST SIZE 111 -_ - -i I - _ _1 "` I 2x SYP BLOCKING w/.131x3 TABLE FOR SIZE. SPECIES MIN. 7/16" THICK 4/16 SPAN py F TRUSS VERTICAL A O ii �4- q" -C'3 x iii rdA!LS i! AND GRADE TO MATCH WALL STUDS NAILS O 6'0% TO TOP OF TOP SHEATH CHIMNEY w/5/16' &MAX. o% SPACNG - IDD() APA OR TEC RATED WALL 'fi � !' - ! UNLESS NOIID OTHERWISE ON ,•� 131x3 NAILS TO " •'�>;_� ;_y^ I' p.'� 3'TSE rIA!Ls ! 1 I I >ASSEMBLY$TO TOP OF - .I HARDIE w/W/6'Lid OR USE OVERALL CHIMNEY SHEATHING ATTACH TO FRAMING ":i a INTT]tA1EDIAIE BL00(NG. ADD _ STRUCTURAL PLAN. CONNECT PLYS HE]GHT FOR >HEIGHT. _ - tAEMBERS $EILONG O ALL / I: - d- ' /O -a_-_ r ,- +- �� ; I PORCH HEADER ASSEMBLY. i 7/16" APA RATED PLYWOOD wo (1) MSTA18 STRAP W 7 �i -=.rs 1;. 4.: - I _ _ rY -A35- '+s,'edzt }-NAIL I PER DETAIL D/ST1. .! UNSUPPORTED PANEL EDGES ^ tOd '� ! ;I ! 1 w/6"-12" o%. 8d 2-ply 2x'0,AT CORNERS. � ,, /END O EA. SAUCE(CONT. EXTERIOR WALL NAILING PER C TABLE ON I I; 2x4 MAYBE OMIITEO IF(1) 2 x7-a: R N. H„n •�R SILL 1^n MP• EXPOI RE c. EST,'..,.,,OF WALL-OPENING HEADER oR SILL 1`6 MPH,E;:Pos.RE o. �_\ - . ( ! IF THE HOUSE IS TIED DOWN MING I DETAIL F/ST1 OR OUT ON _ _ -�.;___-- MSTAIB IS USED FROM f E C. WALE uP ', __{ _- _- \� \ ! - _- '_ - 0 (i)MTS12 OR (1) MSTA18 STRUCTUR PLAN. =may CONVENTIONAL STRAPPING, REFER TO THE TI�p _- -- _--- -- a-FOP MAXIM'U IPA!a/GPENING EOR ....\ I I �•�- � BLOCK) BLOC(ACROSS EA. 2x4/2 SYP BLOCKING BETWEEN TRUSS I; MAtir.'u PA. -x. _ !.tEUBE+% ._ S �pray_;,n, .-:•,-F:� \\ I STRl1CTURAI SHEET AND NAIL N/ST7 FOR STRAP FORA U URC. ..._:'!..,:r�3i,.REr -t_Y 'HALL HEIGHT 11 SQUARE ) I E yr:11-1 H I ' „ E PeG; AT e oS I! PORCH BEAM CONNECTION DETAILS TRUSSES BELOW CHIMNEY WALLS I I EJJ b - -.= O 2, >n= =r�� w 4 CHIMNEY lc(2) HTS20'S OR � _ " 2.`PE g' s' to ! - T _ F 9 1�' 1t' - \� I IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MAiETtIAI HAVING EQUAL OR Ij /O ,131x3' TOE/END NAILS (2)MSTA24'S FORA USS >CONNECTOR: 1 _.. -- *z. V1 i AT EACH END OF BLOCIONG 10 SEE TRU SCHEDULE FOR DWBL TOP >OF WALL 5'-G", A'-- a-H ! 3' e 0,131 3 r_N.AI.. -_4 #-, 1 3-5 ,-s" I z' i' 'a I,.!st .:3 ^e r. , BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATIUIL 1t7P CHORD OF TRUSS OR RAFTER. RECTANGLE CHIMNEY O EA E DTL A SIT ! :! 4 I CORNER OF CHIMNEY 1D ( / ) i:4 ! � >- _- a!;'x 3 :r P1x1 284 7 F.." i-G^ I 4' S- Ic o+3+, r . E-i" _` 'II AT CORNERS OF RECTANGULAR /TRUSS TOP CHORD '' STUDS SHEAR WALL I - 4='' o._.I -' s` l r.;;t w0,. t-_�a s'- S-s"�">'�a-E" ?- s1 x v � ,i CHYNEYS, USE 2x6{LEO ?x4) BLOCK G BELOW. FRAMIN OPTION -INSTALL WAIL SNEAI}RM1G PANELS --- -- - - - - Ai /END G SEE S RAL OR SH WITH LONG AXt ) _. _ { ( ) -H'- 1 - A.35'3 f 6d:'. . ,..S _:::C. -E..-- . I y' 19> -� �.:_3 _Au'S N/.],.. PLAN _ I W/(8) N LS LEO. 4 INTERIOR OR ELI, l EAR AL15 RUNNING 3{e'LENGTH zX5 ? s'-r _ _ _ NAN S). :1 PERPENDICULAR Y 24'o e TO TRUSSES ABO H 1 TRUSS END-VERTICAL< -OR- BLOCK W/2x ' 1 I; VE OR 20NTAL A I G PORCH BEA 11 TRUSS TOP CHORD OR R SIDE VIEW U F W FRAMING TO PFOVIDE MAX- T6"o% C FR - e bl TO, STUD WALL DETAIL ,1 PORCH CEILING SHEATHING DE AIL (TYP) sT� NOT TO SCALE a SHEAR-WALL BRACING DETAIL SUPPORTS FOR SHEATHING. +• ST1 NOT TO ST1 NOT TO SCALE 11 ST1 NOT TO SCALE 11 1, ST1 NOT TO SCALE i! . I: I i I I i I � I Ii �I SEE ST1 FOR VERTICAL WALL CONNECTION. II 4" CONC SLAB W/ 6X6X1O/10 WWF �I #5 HORIZONTAL. SEE OO EE THIS DOCUMENT, ALONG WITH OVER 6 MIL VAPOR BARRIER ASSOCIATED DOCUMENTS, IS AN i ST1 FOR VERTICAL WALL CONNECTION. I TYP. VERTICAL REINFORCEMENT): (I CLEAN, WELL COMPACTED, TREATED FILL 4" CONIC SLAB W1 6X6X10 10 WWF !!MAY BE USED I INSTRUMENT OF ENGINEER'S ____ _________ I 5 DOWELS 0 CORNERS & 24"o/c OVER 6 MIL VAPOR 13ARRI R OVER !IAS BRICK LEDGE _ !i # SERVICE FOR THE EXCLUSIVE USE I; THEREAFTER - BEND +! j� X ----CLEAN,- LL COMPACTED, TREATED FILL I! T - 5 HORIZ. 6" FROM END #5 HORIZONTAL AT THE PROJECT TITLED HEREIN. SLOPE GRADE ALL DOWELS ® TOP & BOTTOM, 48" MIN. F VERTICALS. (TYP. VERTICAL REINFORCEMENT): #5 DOWELS INFORMATION DERIVED FROM THIS SLOPE - % > > - =l; -- (1) #4 REBAR CONT. 0 HEADER COURSE i! EMBED MINIMUM 6" INTO FOOTING J W m DIMENSIONS ARE _ y ® CORNERS & INDICATED o/c SPACING DOCUMENT, AND/OR ASSOCIATED ! o GRADE I I-_, + ; /48" INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS ® TOP & #5 HORIZ. 6" DOCUMENTS, MAY NOT BE USED a MIM. DISTANCES CSI!! -! i ! DIMENSIONS ARE Ij ) 72" FROM END OF FOR OTHER WORK(S) OR _ ti I - ' 4" 1 STORY SOLID N j I i ! CLEAN COMPACTED In u? i!-_!I _ i! 5 - _ _ 16" MIN. DISTANCES I' # VERTICALS �-- BOTTOM, EMBED MINIMUM 6" INTO FOOTING Ml PROJECT - 2 STORY j / - ! I / 72" INTO SLAB (GROUT ALL CELLS SOLID) EXPRESS WRITTEN PERMISSION OF °O 1 1 SAND FILL !� '- I � 24" 0 C + VERTICALS. (S) WITHOUT THE III THE PROJECT ENGINEER IDENTIFIED I) ** EMBEDDED STRAPS l `_ ISI I ' ( ! I —16 - BELOW. ! W/0 BRICK MUST BE INSTALLED w/ I (TYP. HORIZONTAL I1=_._ 5 VFRTI(AIS (� n/r SPAC ItiC �t SLOPE OF /� # _ _ _- - _ ADDITIONAL PIECE OF 4 _ (TYP. VERTICAL REINFORCEMENT): #4 DOWELS --; - -__ ! _ jIGRADE S !fit # I ,- - -' ! I REINFORCEMENT): (2) - - REV DESCRIPTION I; -I CORNERS & 48'o/c THEREAFTER - BEND ALL !; _' ! _; I ADD CLEAN FILL AND COMPACT II' TO 12 COURSES: 24"o/c ----, Ii ( ) 3 W BRICK REBAR PER SIMPSON ! --+ --, !i i ii W1.7(MW11) LONGITUDINAL I-- ;i 12 < 13-1 2 COURSES: 16"o c - -- - —' g"la INSTRUCTIONS. ** I 1 - 1 DOWELS ® TOP `BOTTOM, EMBED MINIMUM 6" WIRES SPACED ® 16" O/C. Lry 112"-(MAX) LIFTS. / / / -- - -I l--I ! I — 1 -+! INTO FOOTING 12" INTO SLAB GROUT ALL II ! - 13-1 2 < 15 COURSES: 8"o/c II 1 STORY FDOTiNG SIZE ;I * MAX. STEMWALL HEIGHT: (5) CELLS SOLID) PROVIDE HORIZONTAL -__ _. ____� i I _ I_ _.I i +___I I _ ; - I' W/O BRICK 12" WIDE w 2)#4 OR (2)#e CONT. REINFORCEMENT WITHIN 16" ! ! ! 11= I I 8" CMU; FILL ALL CELLS SOLID. - - I- - 2 / ( 8' COURSES. FOR WALLS > 1-SI4�Y FoonNc s�zE 11— i W/ BRICK 20' WIDE (INCLUDING LEDGE) W/(2)#5 OR (3) !I W/O BRICK 16"x10" W/ (2)#5 CONT. OR 2 I OF TOP AND BOTTOM OF _ +,- I I ;-_ W 3,000 SI GROUT. — !! (5) 8" COURSES HIGH USE W BRICK 20"xto" w MASONRY STEM WALL. - __ II RY / / (2)#5 CONT. OR((3) # —I - ADD CLEAN FILL !AND COMPACT II W/0 BRICK 16' WIDE w/(2)#5 CONT. OR (3) #4 ;I DETAIL 1A/ST2 OR 1B/ST2 2 STQRY ' I I - I I II I IN 12" (MAX.) LIFTS, 4 W/ BRICK 24' WIDE (INCLUDING LEDGE) W/ (3)#5 OR 4 :'DEPENDING ON WALL HEIGHT. W/O BRICK 20"xio" w 2 1 II. ! , —! -I LAP ALL REINFORCEMENT MINIMUM 40 I __ - O # I / #5 CONT. OR 3 I 8" CMU; GROUT ALL CELLS i! W/ BRICK 24"x10' W/ �3�/5 C L OR �4; ! —#5'HORIZ. NEAR MID-HEIGHT. DIAMETERS AT ALL JOINTS. TYPICAL FOUNDATION DEQ '� 1 TYPICAL FOUNDATION DETAIL '� !' SOLID. MAX. (10) COURSES. 1—j I I 1 i ' ! j ! I -:i TLe IL r ' I - II ST2 NOT TO ST2 NOT 7p SCALE I ADD CLEAN FILL AND COMPACT (TYP. HORIZONTAL - i -- -I - _ H TIL — _ _- ---- --- 1- - - - - -7_-4th� IN 12" (MAX.) LIFTS. f REIN AC ----- - ! I iiI 2 E FORCEMEN II I #5 HORIZ. � LO I' EMBEDDED I! I -- —I (STANDARD FOOTING SEE DETAIL BELOW ( ) UD COURSE r I s* II I W1.7 MW11 LONGITUDINALi I II SEE ST1 FOR VERTICAL WALL CONNECTION. _ _ G _ -- - P I, STRAPS MUST BE � �! , I - I I—I I I !- _ PROVIDE HORIZONTAL / II I ' ' - I; WIRES SPACED 0 16" 0 C. Qu ADDITIONAL W/ 5 1/ 5 1/2" WIDE CONIC. SILL TOP AT MAIN * MAX. 2 COURSES - I - -- - _'ina , I I 1 AFbNe.Cap,ma, --i — REINFORCEMENT WITHIN 16" OF - — __-_ D IONAL PIECE I I — - I— BOTTOM OF - ' Designers I I - TOP AND OF #4 REBAR PER SLAB LEVEL. TOP-TO--GARAGE FLOOR ABOVE SLAB LEVEL. SEE ST1 FOR VERTICAL I, -1 J MASONRY STEM WALL. _._ ! j E VARIES; MAX WALL CONNECTION. -- ,—I I _-_-I - ____, __12"d. X 24"w. Engineers 7 1 2" HEIGHT 2 500 S EXCEEDING � • • I I - sr CONIC. g SIMPSON / ( 1 � I I P I I ( ! I --FOOTING w/ (3) #5 REBAR EXCEPT 6990 Roosevelt ** WIDTH BY MORE THAN 2" REQ ADDITIONAL a (1)#4 CONT. IN SOLID GRO ED - - II` ; IAT -STORY WITH BRICK, USE 1rdEXCEPT- 6550J-kmille>� INSTRUCTIONS. Baa I !I U-BLOCK COURSE it ! I—I !—I I ANALYSIS) —1 I- I --- - -- XO"W. W/ (4) #5• (9a4)772-61oo TYPICAL SLAB '—' � `- ! � � .-� _ I � � i 5 �4" CONIC SLAB W 6x;6x10 10 WWF I i1 1 � I ! ��Na2 i I z o OVER 6 MIL VAPOR BARRIER OVER I I • -� - -I 901 - CLEAN LL COMPACTED, TREATED FILL m'• VERT.LW�o REINF. ! - - o SLOPE - z w� 11 —I, ---+ - - -- - -._ m GRADE _�,� � - I I _-�!,I -�I I _ w 0_ I -' i I 1 i —I I i I - 1,,—i I I! W/O BRICK 16"x10' W/ (2)#4 CONT. I', Q 5' 1 1 I W/ BRICK 20'x10` W 3 4 OR 2 w TYPICAL FOOTING - SEE ST2 FOR / O# Ole CONT. F CLEAN COMPACTED ;' i!I I , 1 if I - - STORY z1'm y _ - II' 1 ! ! I!.; SIZE/REIN RCEMENT w/o BRICK 2o'xto" W/ 3 4 OR 2 jj5 CONT. p . . SAND FILL — - - -I I I !(!' I' W/ BRICK 24'x10" W 4 OR 3 — /( �#4 t �#5 CONT. i1 — i=1' l it o TYPICAL FOUNDATION I - I i I I-- �I I -- ATION IMENSIONS ARE I =III !! QD 10 CI 5 COURSES STEM WAL FOI 1Nn--I!I --I I --!'' FOR STEM WALLS WITH 10<15 COURSES & GW, GP, ii IN. DISTANCES 1A S<10 COURSES STEM WALL FOUNDATION ! SW or SP SOILS to 30# PSF LATERAL LOAD ! ST2 FOR STEM WALLS WITH 6<10 COURSES II 2 FOUNDA11ON AT GARAGE 11 sr2 I 2 FOUNDATION T GARAGE ; a NOT TO SCALE �I ST2 NOT TO SCALE OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2" THRESHOLD SLOPE AGE X 12" II 4" CONIC SLAB W/ 6X6X1O/10 WWF EXP. JOINT AT GARAGE DOOR � I 1-1/2 DEPTH = STUD + 1 1/4" (F M I OVER 6 MIL VAPOR BARRIER OVER II j OUTSIDE FACE OF BLOCK) I ,i 4" CONIC SLAB W/ 6X6X1O/10 WWF CLEAN, WELL COMPACTED, TERMITE !! OVER 6 MIL VAPOR BARRIER OVER !i TREATED FILL I� RECESS SLAB 3/4" FOR SCID I I II I CLEAN I WELL > COMPACTED,I 4" CON �I E , TERMITE _. C SLAB , W 6X6X10 10 WWF 4 CONIC SLAB W 6X6X10/'10 WWF _ OVER 6 MIL VAPOR BARRIER TREATED FILL OVER 6 MIL VAPOR BARRIER I; -- --- --- I - ! tt� OVER 11 OVER ___-- CLEAN, WELL COMPACTED, TREATED FILL j I I 1 :-I I i I. I TYP. SL CLEAN, WELL COMPACTED, TREATE FILL --------- Ii -i _ H=IIH jISAW CUT IN 15'x15' GRID, I! ,� T -!; ,- +—��.�. II 1 DEEP WHILE CONCRETE _ ( IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) ' 1 �1 ' - I I' !i I II I.. � ! �• I .I-- CLEAN COMPACTED I, III ! ATYPICAL FOOTING - SE 1 ST2 FOR , 1 1 -1.i - — !I --- • _ _ _ // —I,, _ i — 6 MIL VAPOR BARRIER SAND FILL -- SIZE/REI tSRCEMENT I: - --(III -- - I+ ______-------- 12- _ _ I I --III -_- i - - + if 12" - _ #4 CONT. !I -- TYPICAL FOUNDATION i I l l f- _ 1 ! _ _ ' - -- II III! II I II !I—,i 11—`I — I -- _ 6 i �.. • Ilull�il{Illt�Ill 11 III �I f II ! I ,— 1 STORY) — — W FOUNDATION AT S G D s ST2 SLOPED TURNED DOWN EDGE �I 20 FOUNDA11ON AT S.G.D. CONTROL JOINT-FOR CRACK CONTROL 2 STORY ST2 NOT TO SCALE �+ :•. ! NOT SCALE L i ST2 NOT TO SCALE li ST2 NOT TO SCALE WD 4 � INTERIOR LOAD BEARING NOT TO SCALE I I i ----- it HOLD HDR. BILK. , jI TO OUTSIDE 1 4" CONC SLAB W 6X6X10/10 WWF it • !! 1 1/2" OVER 6 MIL VAPOR BARRIER OVER 1 �" CLEAN, WELL COMPACTED, TREATED F LL 'i I II 4" CONIC SLAB W 6X6X10 10 WWF 1-1 2" . SLAB I _ _ 'I TYP 0 VER I 6 MI / .. - L VAPOR BARRIER I _ R ER OVE _ -• R I 4" CLEAN, WELL COMPACTED, TREATED FILL II CONIC A I ( - , - SLAB w sxsxl 0 1 o NnNF - _ - Q �I OVER 6 MIL VAPOR BARRIER OVER •< - I VARIES CLEAN II ! i- LL COMPACTED, TREATED FILL l _ •... ----- _ _ _ Beaches it Iff • � ' • 1671 FRANCIS AVENUE ATLANTIC BEACH FL 32233 Beaches (904) 241 - 1222 • ala FAX: (904) 241 -4310 far Humanit I I II 1 1671 FRANCIS AVENUE I, ATLANTIC BEACH, FL i 32233 (904) 241-1222 IL ING CO E SUMMARY FAX: (904) 241-4310 3 EDROOM ElrACHE S`` NGLE CO E ENFORCEMENT JURISDICTION : CITY OF JACKSONVILLE BEACHFAMILY HOUSE Z014ING CODE. THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS 640 ORCHID STREET, ATLANTIC BEACH , FLORIDA X2233 OF HAPTER 656 ZONING CODE FOR RESIDENTIAL DISTRICTS INCLUDING MAXIMUM ' DUVAL COUNTY BUI DING HEIGHT OF THIRTY FIVE FEET 35'-0" . Z014ING CLASSIFICATION . RM WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - RESIDENTIAL: 2010 EDITION 3 BEDROOM DRAWING INDEX iI FL RIDA BUILDING CODE - PLUMBING : 2010 EDITION DETACHED FL RIDA BUILDING CODE - MECHANICAL: -2010 EDITION SINGLE FL RIDA BUILDING CODE F AS - 20010 EDITION Al - TITLE SHEET DINDEX , EN FAMILY WING G . NOTESNA ZONAL ELECTRICAL CODE. 2008 EDITION FLORIDA FIRE PREVENTION CODE : 2007 EDITION _ HOUSE A2 FOUNDATION PL N AND FLOOR PLAN . A3- ROOF PLAN AND ETAILS OC UPANCY CLASSIFICATION . RESIDENTIAL 6400RCHIDST. ATLANTIC BEACH, FL A4- EXTERIOR ELEVATIONS CO STRUCTION TYPE: TYPE V-B (WOOD FRAME) 32233 DUVAL COUNTY A5- ELECTRICAL PLA AND DIAGRAM SP INKLED. NO FIR DISTRICT: NO I � BUI DING HEIGHT- APPROXIMATE HEIGHT AFG : 14'-0" ME N ROOF HEIGHT: 11 '-4" BUI DING AREA- TITLE SHEET, TO AL A/C: 1 , 123 SQ FT. INDEX OF PI GARAGE : N/A DRAWINGS , LANAI : N/A City of Atlantic Bea artment GENERAL Planning and Zoning DeP 1 FT. Bance with applicable EN RY / PORCH : 65 SQ This approval verifies comp 'oc NOTES zoning, subdivu�atlons, but doesrnot consftute development reg permits. Compliance STORAGE: 2 5 S Q FT. approval for the issuance p p 'men e with Florida Buitdtng Code and all oth a uprements e"itthe q of Atlantic focal, State and 'r nature of the City • FT. must be verified Official prior to the issuance of a TO AL UNDER ROOF. 1 , 313 SQ guidngBuilding Pemit. APPrpVed BY: DATE: 8/27/12 Date: DRAWN BY: JNO i f LOf AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 - 704.4 II I i I o q 25l—Offp-6fl Lo �1\ 10h A8V AB OVE J pg CONDITIONER ' CL XFF ABOVE �I , NF H R HANDLER LIMIT I$RESS SH COMP EGRESS SIS co 2X6 24 COL OL- MI DR�. DISHWASHER �� L� # WALL x$71 FRAA� FlE ��_w��w��--.-----W----- �------------- _ ��_�� .W� r) I HWASHE AnANTIC BEACH, L FILR FLOOR II FP FIREPLACE Ad 32= GGLS LASS (104)(104) 241-1 2 He HOSE 818 13EDRM #2 I ► IEDI N#E CABJ ALT Cid s FAX: 9 4X4'1- 'i , I MIRMIRROR � 8� 3 R MTL METS '-1 ' OWNERS C k-�E ! `a' pyo -a ' ��`� jp� +y,� ,R. any ^y 6.,Ja LIN Ad Op r OPTIONAL t 9 1. R' ... 'CLOTHES Rtwd SHELF .. �, F REIN REFRIGERATOR �f. ; SG SMOKE DETECTOR � I Al I 40 4068 � SGO SLIDING GLASS DOOR r S ( ) SHELVES ( Argil — VOL VXUME 206 '21-5w 81-4-m WATER CLOSET col WH I F AT HEATER I I 0. 9 T C ;" .,, ' I I co I L �� K J TES IIm 9 s � I " WAS7 ; ITI FOR FUTURE `� 9I T WALL S' OLNG — BATH #2 y a Lld , 3 BEDROOM I 4- wDETACHED FuuINDAT101"N' LEGEND € n °"moo v 9�pIIIs99'9; ----------- i, IIay i r ... I- - . : .-. SINGLE 8' CLNG �Qw H _HOO I TTS - IS IWI T CRETE ®� .., . .a 3 � � C4DLT"D FAMILY WDICATES SLOPED CONCRETE SLAB 0 VINYL HOUSE SLOPE 1 PER F T (MIN) + ORCHID ST. ATLANTIC BEACH, F L 1 !go[3 233; E S 2W, DUVAL COUNTY OVERHANG 0 42* LIVINGAFF W/ WALL BELOW RM Lu 1z THE FOUNDATION IS DESIGNED FOR ANASSUMEDITL NI it~dIJM L DEIN SHALL BE THE CONTRACTOR'S RESPONSIBILITY T+ T� VERIFY THAT THE t. LL SATISFA T IL" SUSTAIN 'THISLOADING. b H " LQ ONCRE-TE SLAB � y�L9R 3,0PSI FILRESH CONCRETE SLAB OVER 6 ---------------, ---- eA . rT � � ► 2)5H iL Ra TERMITE TITED ' L. (TYPICAL), ------------ 2652 36 a ICY LOCATION 1L INTERIOR LOA[ BEARING a 1 --, ------- --------------- TISTR LINEFN �� WNS NIso-310 2 —1T* — t 1 �— N I o'-om PROVIDE THICKENEDL ATI S THEREIN ALL STEP—DOWNS SHOWN A BOS E MINIMUM AND MAY VARY A PGRC FOUNDATION TI ER OPTI a s REQUIREDBY SITE CIDI TI 8' CLNG ri PLAN S. VERIFY L ATI DE ALL PIPING ANDCONDUITS REQUIRED BELOW SLAB. SLL PLAN FOR ALL 26'—ON LMINl N1URE tATI S ANL K .-0m '+ �T �T��. FLOOR PLAN PLAIN FFLU" " URLDATE: 8,27 1 2 1 4 172DOT , RF TRUSS ENGINEERINGROAVALE PI DRAWN BY: J N O TO ISSUANCE OF THESE CONSTRUCTION U TS, VER!IFY INTERIR ' TRUSSBEARING NTH R TRUSS LNGIN INN PROD SPECIFICALLY F THIS PROL T. i I I,I 1 I i I i I —R 30 BLOWN INSULATION ___ • • 16 12 -FIBERGLASS SHINGLE AREAS I �- 4 '� ROOFING OVER 30# FELT TOTAL LIVING: 1123 .sQ. FT. INSI. 2S �LATION BAFFLE BETWEEN Beaches EACH TRUSS STORAGE I� FT. -L=- PORCH 165 - ;,Q, FT. —HURRICANE CLIP @ EACH TRUSS. (SEE STRUCTURAL DRAWINGS) TOTAL ._UvDER ROOF, 1313 "Q. FT, -4 ,_4 > Habletat (2) 2x PLATE #2 SYP for Humanity® ALUM DRIP EDGE OVER FASCIA I 1671 FRANCIS AVENUE — ol ATLANTIC BEACH, FL 1/2" TYPE "C" lo lo 32233 GYP BIRD @ CLG - \ oo oo (904) 241-1222 1/2" GYP BRD s '�— FAX: (904) 241-4310 _____—FULLY VENTED i VINYL \ SOFFIT -13 BATT INSUL---\ ` � :� ---VINYL LAP SIDING n OVER TYVEK HOMEWRAP f 0 I , i i r FIT D E-f-A I L Ld iL- , - 3 BEDROOM PITCH PITCH DETAC HED R-30 INSULATION W/ c� 2" POSITIVE AIRSPACE SOFFIT DETAIL NGLE UNDER SHEATHING -= SEF 3/A-3 ' I STEP DOUBLE 2X4 TOP PLATE- 1'_4 FAMILY 7. IN WHE ATER SDQINO t'ASNiON, STARTING'�J�w �AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL T'HE WRB TO f ' -THE FACE OF THE SHEATHING. WINDOW INSTAL I=TION (METHOD A- 2. APPLY SILL FLASHING WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. 2X4T S UDS @ 16" HOUSE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. W �•�• i ' I 3. APPLY BEAD OF SEALANT AT BACK OF � R-1;i BATT INSULATION i WINDOW FLANGE & SEA WINDOW USING P SEAL THE WINDOW FRAME TO f HEAD SCREWS TO FACILITATE INSPECTION. OPENING. APPLY T " NOM. i SECTION I _ ON DIT. RI THE BACKSIDEEWIA ' ! 4. APPLY BEAD OF SEALANT A7 SIDE (INTERIOR) OF THL. WINDOW THROUGH WINDOW JAMB I 1 jl JAMBS, EXTEND B V I FLA4GE IN LINE WITH ANY 5. APPLY JAMB FLASHING PRE PUNCHED HOLF , OR BEHIND MBEAD Lij OUNTING .` S Li > SLOTS. _ 640 ORCHID ST. FLANGE f � W C,. ApPi..Y" BFAD OF SEALANT A7 HEAD S. JAMB ft�SSHJN _ i � < ATLANTIC BEACH, FL T. APPLY HEAD FLASHING APPLY CONT. SEAL TO THE 0 MOUNTING F'iANGES AT THE TOP 0. B. REMOVE PREVIOUSLY APPLIED TAPE, (HEAD) AND SHOES (JAMBS) OF ALLOWING wRB TO LAY FLAT OVER HEAD ______WINDOW. EXTEND SEALANT AT FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT SEE DIAGRAM. JAMBS "ABOVE THE RO. AT HEAD. EMBED JAMB FLASHING — — '- — VINYL LAP SIDING OVER � V" 32233- f� O INTO SEALANT AND FASTEN IN TYVEK HOMEWRAP SEALANT BEAD BETWEEN -, DU V AL COUNTY I PLACE. (FLASHING GOES OVER (�' t SEALANT) FLASHING AND ~ MOUNTING FLANGE 00 i SEALANT s' SECURE WRB AT HEAD i 83¢ 00 EXTEND JAMB FLASHING TO \ \ OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8' \ ABOVE ROUGH OPENING AT \ \ HEAD. TUCK TOP OF JAMB \, .,` FLASHING AT HEAD EXTENDS V j FLASHING LINER THE FLAP OF BEYOND JAMB FLASHING. WRB AT THE HEAD. SEE 2'x4 , 1 " P.T. BOTTOM PLATE W/ 1/2"x 10'" I ANCHOR BOLT @24" O.C. I ( I DIAGRAM. `•., ' -EL&LIAQ \ i INTERIOR VIEW: - I EMBED BOTTOM OF THE HEAD TOP LEFT CORNER OF WINDOW FLASHING AGAINST THE } FINISHED FLOOR PREVIOUSLY D SEALANT I 1 V°—6„ (FLASHING GOESOES O OVER SEALANT}. - - _ —.. EXTEND HEAD FLASHING BEYOND a•. ROOF PLAN EACH JAMB FLASHING FASTEN IN PLACE p� SEALANT I _—/ a SEE FOUNDATION ,' rI CUT LINE-\,,,ryy SILL FLASHING \ DETAILS FOR . ' .a'. .° y �}- AND DETAILS " ACTUAL SIZES --------------- �P 4 SHIM AND ADJUST WINDOW ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION, USE CORROSION RESISTANT FASTENERS. FASTEN 9__W eTHER RESISTALyT RARRIFP WINDOWS PER WINDOW NOTE: _4' _..... 4�� MANUFACTURER SPECIFICATIONS. ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED AT A 45 DEGREE ANGLE, STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. CAREFULLY CUT THE BARRIER RTHESE WALL SECTIONS SHOWN FOR DESIGN INTENT. . A DIAGONAL. GENTLY RAISE DIE ' TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. WALL SECTION ROOF PLAN C2 2 - DATE: 8/27/1 �)74--rpo — 1 — 0 � _ 2 4 DRAWN BY: JNO j A3 I ' y I it 4 i2 430 YEAR ARCH iT I T RAL SHINGLES- /Olt HINGLES "8' -1 1 8 BEARING - Beaches - I Hab*ltat for Humanity i —' 1671 FRANCIS AVENUE M--'FINISH FLR ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 I D E EVATI ON 4 1 _y1r7a 12 12 4�/� 4 30 YF AR ARCHITECTURAL SHINGLES - 30 YEAR ARCHITECTURAL SHINGLES --- -- FAUX VENT _-.- 8'-1 1/8„ 8,-1 1 /8', BEARING _._._-_ ....___ . ___-__-__. __...__._.-_._ __ _-_-_ --- BEARING 4" COLUMN TRIM-- - - 4" WINDOW TRIM - -�- -- BOXED-OUT i 3 BEDROOM TAPERED COLUMN VINYL SIDING -- - VINYL SIDING - - 4„ BASE TRIM -- *- - _ __ ( i I� `j 1� -. - - DETACHED 16" SQ. BASE-----�i Wf HARDI BD, -- __ oO0SINGLE " FLR FINISH FLR FAMILY HOUSE FRONI ELEVAT D R EARELEVATION 2 1 4 — 1 -- Q 1 4 — 1 640 ORCHID ST. ATLANTIC BEACH, FL 32233 DUVAL COUNTY i I i 12 I 4� 12 30 YEAR ARCHITECTURAL `>HINGLES - �4 8'-1 1/8" BE I N G j 'I - 1 VINYL SIDING _ - r EXTERIOR ' - L �� ELEVATIONS 0 � — FINISF1 FLR i SIDE ELEVATION 7 i 1 /4 - - 1 -,7-01) DATE: 8/26/12 DRAWN BY: JNO /k4 Ili I i i j III i I i • �I 20 XHHW Beaches Rat_-__150 AMP PANELHa ELECTRICAL METER - AND 150 AMP BREAKER or Humanity 3" CONDUIT, RUN TO POLE - 1_ - 1671 FRANCIS AVENUE i ELECTRICAL SERVICE RISER ATLANTIC BEACH, FL EXTERIOR WALL --- 1 �,-�-�---------___._ ___.-.�_._ LE B E C R 2 I O Vel N LER S 32233 8' CLING 8' CLNG (904) 241-1222 FAX: (904) 241-4310 E _ECTRI CA __ LEGEND I 110 VOLT DUPLEX OUTLET-WALL MOUNTED 110 VOLT DUPLEX OUTLET-WEATHER PROOF i 110V DUPLEX -GFCI OUT[J_T 110V DUPLEX -AFCI OUTI I-:T _ '` - . BATH 8' CLNG 220 VOLT OUTLET-WALL MOUNTED VINYL TELEPHONE OUTLET /✓ !' t /( `moi U `DWI TCH { STORAGE SWITCH-THREE WAY 8' CLNG — _Li PUSH BUTTON SWITCHBAMI #2 3 BEDROOM f � t --- B E �R MDOOR BELL. CHIMES 8' CLNG 8' CLING , VINYL ODETACHED I j CABLE TELEVISIONJOUTLET - LIGHT FIXTURE-CEILING M&,)F, TLD - - SINGLE LIGHT FIXTURE-WALL MOUNTED SMOKE DETECTOR-CEI LIN Ca MOUNTED KITCHEN FAMILY 8' CLNG EXHAUST FAN VINYL I HOUSE 1 ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HL.AD --- 640 ORCHID ST. ATLANTIC BEACH, FL 1'x4' FLUORESCENT CEILING MOUNTED 32233 LIGHT FIXTURE DUVAL COUNTY I DINING 8' CLNG LIVING RM 8 EEE l CAL N OT� - - ` CLING II � 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. I _� � r_: ------- 2. .__2. ALL WIRING IN BEDROOMS TO BE. ARC FAULT PROTECTED PER NEC 2002. I I ( I ELECTRICAL II it 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. PLAN --- - - - - - - - - - - -j 4. ALL THERMOSTAT AND LIGHT SWITCHES TO L -- - - - - - - - - -- - - - - - - - - BE HUNG AT 48" MAX, ABOVE FINISHED -- -- - - - - - - - - - -- - - - - - - -- -- - - - - - - - - - - AND DIAGRAM FLOOR. 5, ALL LIGHT AND FAN SWITCHES TO BE TOGGLE--TYPE SWITCHES, 6. ALL ELECTRICAL OUTLETS TO BE LOCATED i MAX. 18" ABOVE FINISHED FLOOR. ELECTREAL, - DATE: 8/26/12 1 4 _ 1 DRAWN BY: J N O /k5 IIIA '� I I